| bridgenum | demolished | name | nickname | info | latitude | longitude | road | crossing | city | county | state | country | mapcomment | material | config | connections | location | type | movement | movabletype | panels | spantype | mainspans | amaterial | aconfig | aconnections | alocation | atype | amovement | amovabletype | apanels | aspantype | approachspans | date | rehabdate | builder | engineer | hsrnat | hsrloc | mainfeet | mainmeters | totalfeet | totalmeters | roadfeet | roadmeters | thumb | mainphoto | link | bridgehunter |
| 1 | Well's Bridge | 1/2 Mile Road Bridge / Marl Lake Road Bridge | At 80 feet, this is a rather short example of a through truss. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 42.071740 | -85.287250 | Marl Lake Road (1/2 Mile Road) | Nottawa Creek (Nottawassepee River) | Rural | Branch County, Michigan and Calhoun County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 1904 | 0 | Unknown | 7 | 7 | 80 | 24.38 | 80 | 24.38 | 15 | 4.57 | https://historicbridges.org/truss/halfmile/little_halfmile2-20-20_9484_small.jpg | https://historicbridges.org/truss/halfmile/little_halfmile2-20-20_9484.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/halfmile/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.071740,-85.287250 | |||||||||||||
| 4 | ! | Gibson Bridge | 1st Line South Bridge | This beautiful heritage bridge is the earliest example of its type in Centre-Wellington township. The technical description of the main or most noteworthy span of the bridge is a concrete Rainbow through arch, fixed. The bridge was primarily built by Charles Borromeo Mattaini of Fergus, Ontario. | 43.740280 | -80.389710 | 1st Line | Irvine Creek | Centre-Wellington | Wellington County, Ontario | Ontario | Canada | Concrete | Rainbow | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1917 | 0 | Charles Borromeo Mattaini of Fergus, Ontario | 7 | 7 | 0 | 0 | 79.7 | 24.29 | 18 | 5.49 | https://historicbridges.org/ontario/1stline2/little_p1560395_small.jpg | https://historicbridges.org/ontario/1stline2/little_p1560395.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/1stline2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.740280,-80.389710 | |||||||||||||
| 5 | 2nd Avenue Bridge | This noteworthy bascule bridge won an award for its beauty when constructed. The technical description of the main or most noteworthy span of the bridge is a 127 ft (38.71 m) metal railing height girder, movable: double leaf bascule, Strauss Trunnion. The bridge was primarily built by W. J. Storen Company of Detroit, Michigan. The bridge was primarily designed by Clifford E. Paine of Chicago, Illinois. | 45.063760 | -83.430910 | 2nd Avenue | Thunder Bay River | Alpena | Alpena County, Michigan | Michigan | United States | Metal | Railing Height | Girder | Movable: Double Leaf Bascule | Strauss Trunnion | 0 | 1 | Metal | Stringer (Multi-Beam) | 0 | 5 | 1939 | 1988 | W. J. Storen Company of Detroit, Michigan | Clifford E. Paine of Chicago, Illinois | 7 | 7 | 127 | 38.71 | 261.8 | 79.8 | 40 | 12.19 | https://historicbridges.org/michigan/alpena/little_p1310936_small.jpg | https://historicbridges.org/michigan/alpena/little_p1310936.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/alpena/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.063760,-83.430910 | ||||||||||||
| 7 | 2nd Street Bridge | This attractive stone arch contributes to a historic district. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 40.475140 | -77.128710 | 2nd Street (Bloomfield Avenue) | Little Buffalo Creek | Newport | Perry County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 40 | 12.19 | 40 | 12.19 | 22 | 6.71 | https://historicbridges.org/pennsylvania/2ndstnewport/little_2ndstreetnewport004_small.jpg | https://historicbridges.org/pennsylvania/2ndstnewport/little_2ndstreetnewport004.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/2ndstnewport/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.475140,-77.128710 | |||||||||||||||
| 10 | 2nd Street Bridge | South Side Bridge | A beautiful through truss forms the centerpiece for this town and was built by the prominent King Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 42.525730 | -85.848440 | 2nd Street | Kalamazoo River | Allegan | Allegan County, Michigan | Michigan | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 12 | 1 | 0 | 0 | 1886 | 1982 | King Bridge Company of Cleveland, Ohio | 8 | 8 | 200 | 60.96 | 229 | 69.8 | 16 | 4.88 | https://historicbridges.org/truss/2nd/little_brg_0021_small.jpg | https://historicbridges.org/truss/2nd/little_brg_0021.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/2nd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.525730,-85.848440 | |||||||||||||
| 11 | ! | 2nd Street Bridge | This is the last of Flint's three largest downtown area arch bridges, and is in poor condition. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Price Brothers Company of Lansing, Michigan. | 43.010870 | -83.699450 | 2nd Street | Swartz Creek | Flint | Genesee County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1918 | 0 | Price Brothers Company of Lansing, Michigan | 5 | 8 | 70 | 21.34 | 75.8 | 23.1 | 32.2 | 9.81 | https://historicbridges.org/michigan/flint2nd/little_pict6751_small.jpg | https://historicbridges.org/michigan/flint2nd/little_pict6751.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/flint2nd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.010870,-83.699450 | ||||||||||||||
| 12 | 2nd Street Railroad Overpass | A nice stone arch bridge is located near the large railroad deck truss in Niles. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by ?.R. Porter. | 41.835720 | -86.257460 | Railroad (Amtrak, Norfolk Southern) | 2nd Street | Niles | Berrien County, Michigan | Michigan | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1891 | 0 | ?.R. Porter | 3 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/other/niles2nd/little_2nd954_small.jpg | https://historicbridges.org/other/niles2nd/little_2nd954.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/niles2nd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.835720,-86.257460 | |||||||||||||||
| 13 | 3rd Avenue Bridge | Although altered, this unique s-curve bridge retains its rare arch ribs with Melan type reinforcing. The technical description of the main or most noteworthy span of the bridge is a 236.6 ft (72.12 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Frederick William Cappelen and Kristoffer Olsen Oustad. | 44.983290 | -93.259040 | 3rd Avenue | Mississippi River | Minneapolis | Hennepin County, Minnesota | Minnesota | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 7 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 1917 | 1980 | Unknown | Frederick William Cappelen and Kristoffer Olsen Oustad | 6 | 7 | 236.6 | 72.12 | 1888 | 575.46 | 58.7 | 17.89 | https://historicbridges.org/minnesota/3rdave/little_3rdave0593_small.jpg | https://historicbridges.org/minnesota/3rdave/little_3rdave0593.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/3rdave/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.983290,-93.259040 | |||||||||||
| 14 | 3rd Street Bridge | This small stone arch bridge has two spans of different size. The technical description of the main or most noteworthy span of the bridge is a 29 ft (8.84 m) stone Segmental deck arch, fixed. The bridge was primarily built by D. E. O'Connell and Sons. The bridge was primarily designed by Nathan R. Rambo. | 39.828060 | -75.780560 | 3rd Street (PA-3035) | East Branch White Clay Creek | Avondale | Chester County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1912 | 1986 | D. E. O'Connell and Sons | Nathan R. Rambo | 5 | 5 | 29 | 8.84 | 40 | 12.19 | 18 | 5.49 | https://historicbridges.org/pennsylvania/chester2403rdst/little_bridge240007_small.jpg | https://historicbridges.org/pennsylvania/chester2403rdst/little_bridge240007.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester2403rdst/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.828060,-75.780560 | ||||||||||||||
| 15 | 3rd Street Bridge | Lefty O'Doul Bridge | This Strauss heel-trunnion bascule bridge has an extra section of roadway cantilevered out from one side of the bridge. The technical description of the main or most noteworthy span of the bridge is a 143 ft (43.59 m) metal rivet-connected Pratt through truss, movable: single leaf bascule, Heel Trunnion. The bridge was primarily built by Barrett and Hilp of San Francisco, California. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. | 37.776790 | -122.390220 | 3rd Street | China Basin | San Francisco | San Francisco County, California | California | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Movable: Single Leaf Bascule | Heel Trunnion | 0 | 1 | Concrete | T-Beam | Fixed | 0 | 5 | 1933 | 0 | Barrett and Hilp of San Francisco, California | Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois | 7 | 8 | 143 | 43.59 | 295 | 89.92 | 71.5 | 21.79 | https://historicbridges.org/california/3rd/little_day1_3rdstreetbridge00098_small.jpg | https://historicbridges.org/california/3rd/little_day1_3rdstreetbridge00098.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/3rd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.776790,-122.390220 | ||||||||
| 16 | 3rd Street Bridge | Newport Pennsylvania Railroad Bridge | One of three attractive stone arch bridges over this creek in Newport. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 40.474970 | -77.129610 | Railroad (Pennsylvania Railroad) | Little Buffalo Creek | Newport | Perry County, Pennsylvania | Pennsylvania | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/rrstonenewport/little_rrbridgenewport006_small.jpg | https://historicbridges.org/pennsylvania/rrstonenewport/little_rrbridgenewport006.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rrstonenewport/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.474970,-77.129610 | ||||||||||||||
| 18 | 3 Mile Road Railroad Overpass | A late example of a Michigan State Highway Department grade separation. The technical description of the main or most noteworthy span of the bridge is a 59.7 ft (18.2 m) metal deck girder, fixed. The bridge was primarily built by Owen-Ames-Kimball Company. The bridge was primarily designed by Michigan State Highway Department. | 43.015100 | -85.732440 | Railroad (Coopersville and Marne Railway) | 3 Mile Road | Walker | Kent County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 1 | 0 | 0 | 1961 | 0 | Owen-Ames-Kimball Company | Michigan State Highway Department | 1 | 3 | 59.7 | 18.2 | 59.7 | 18.2 | 0 | 0 | https://historicbridges.org/michigan/3mile/little_rpict066_small.jpg | https://historicbridges.org/michigan/3mile/little_rpict066.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/3mile/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.015100,-85.732440 | |||||||||||||||
| 19 | 3rd Street Bridge | This is the newer and larger of two movable bridges in Chatham. The technical description of the main or most noteworthy span of the bridge is a 111.5 ft (33.99 m) metal Variable Depth deck girder, movable: bascule, Rolling Lift. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. The bridge was primarily designed by Hazelet and Erdal of Chicago, Illinois. | 42.406040 | -82.189970 | 3rd Street | Thames River | Chatham | Chatham-Kent Region, Ontario | Ontario | Canada | Metal | Variable Depth | Deck | Girder | Movable: Bascule | Rolling Lift | 0 | 1 | Metal | Railing Height | Girder | Fixed | 0 | 2 | 1962 | 1986 | Hamilton Bridge Company of Hamilton, Ontario | Hazelet and Erdal of Chicago, Illinois | 4 | 5 | 111.5 | 33.99 | 308.4 | 94 | 37.7 | 11.49 | https://historicbridges.org/ontario/3rd/little_pict3145_small.jpg | https://historicbridges.org/ontario/3rd/little_pict3145.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/3rd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.406040,-82.189970 | |||||||||
| 20 | 3rd Street Islais Creek Bridge | Levon Hagop Nishkian Bridge | This wide bascule with three girder lines has racks that extend above the deck. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal through girder, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Unknown. The bridge was primarily designed by Leon Hagop Nishkian of San Francisco, California. | 37.747370 | -122.387290 | 3rd Street | Islais Creek | San Francisco | San Francisco County, California | California | United States | Metal | Through | Girder | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | 0 | 0 | 1945 | 0 | Unknown | Leon Hagop Nishkian of San Francisco, California | 6 | 6 | 105 | 32 | 120 | 36.58 | 68.2 | 20.79 | https://historicbridges.org/california/3rdsouth/little_day1_3rdstreetsouth00172_small.jpg | https://historicbridges.org/california/3rdsouth/little_day1_3rdstreetsouth00172.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/3rdsouth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.747370,-122.387290 | |||||||||||||
| 22 | 4th Street Bridge | One of two graceful curved t-beam bridges in Kalamazoo County I managed to visit just before their historic integrity was compromised. The technical description of the main or most noteworthy span of the bridge is a 81 ft (24.69 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Holloway Construction Company of Livonia and Wixom, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 42.227770 | -85.725700 | 4th Street | I-94 | Rural | Kalamazoo County, Michigan | Michigan | United States | Concrete | Curved | T-Beam | Fixed | 0 | Continuous | 4 | 0 | 0 | 1960 | 2006 | Holloway Construction Company of Livonia and Wixom, Michigan | Michigan State Highway Department | 2 | 3 | 81 | 24.69 | 259 | 78.94 | 26.6 | 8.11 | https://historicbridges.org/concrete/4th/bkg_mich43_small.jpg | https://historicbridges.org/concrete/4th/mich084.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/4th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.227770,-85.725700 | ||||||||||||||
| 23 | 4th Street Bridge | Broadway Avenue Bridge | Part of a historic railroad, this plate girder is also noted for its continuous design and association with a noteworthy builder. The technical description of the main or most noteworthy span of the bridge is a 61 ft (18.59 m) metal continuous deck girder, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 40.337450 | -79.713900 | 4th Street (Broadway Avenue) | Railroad (Norfolk Southern) | North Irwin | Westmoreland County, Pennsylvania | Pennsylvania | United States | Metal | Deck | Girder | Fixed | 0 | Continuous | 3 | 0 | 0 | 1900 | 0 | King Bridge Company of Cleveland, Ohio | 4 | 6 | 61 | 18.59 | 145 | 44.2 | 22 | 6.71 | https://historicbridges.org/pennsylvania/broadwayoverpass/little_p1470854_small.jpg | https://historicbridges.org/pennsylvania/broadwayoverpass/little_p1470854.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/broadwayoverpass/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.337450,-79.713900 | ||||||||||||||
| 24 | 4th Avenue Bridge | This unusual and significant historic pony truss bridge was left in place despite a complete redevelopment around it. The technical description of the main or most noteworthy span of the bridge is a 46 ft (14.02 m) metal rivet-connected Warren (No Verticals) pony truss, fixed. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. | 44.986500 | -93.272000 | 4th Avenue (Repurposed As Walkway) | Railroad (Abandoned BNSF) | Minneapolis | Hennepin County, Minnesota | Minnesota | United States | Metal | Warren (No Verticals) | Rivet-Connected | Pony | Truss | Fixed | 9 | 1 | 0 | 0 | 1891 | 0 | Pennsylvania Steel Company of Steelton, Pennsylvania | 7 | 7 | 46 | 14.02 | 48 | 14.63 | 37 | 11.28 | https://historicbridges.org/minnesota/4thave/little_4thave4395_small.jpg | https://historicbridges.org/minnesota/4thave/little_4thave4395.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/4thave/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.986500,-93.272000 | ||||||||||||||
| 25 | 4th Street Bridge | This attractive bridge is a traditionally composed stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a 23 ft (7.01 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 40.474350 | -77.130640 | 4th Street (PA-34) | Little Buffalo Creek | Newport | Perry County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1929 | 1968 | Unknown | 6 | 6 | 23 | 7.01 | 70 | 21.34 | 21.7 | 6.61 | https://historicbridges.org/pennsylvania/rt34newport/little_rt34newport008_small.jpg | https://historicbridges.org/pennsylvania/rt34newport/little_rt34newport008.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rt34newport/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.474350,-77.130640 | |||||||||||||||
| 26 | 4th Street Bridge | Peter R. Maloney Bridge | This bridge is an early and rare example of a Strauss vertical overhead counterweight type bascule. The technical description of the main or most noteworthy span of the bridge is a 94 ft (28.65 m) metal rivet-connected Warren pony truss, movable: single leaf bascule, Strauss Trunnion. The bridge was primarily built by Thomson Bridge Company of San Francisco, California. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. | 37.775050 | -122.392420 | 4th Street | China Basin | San Francisco | San Francisco County, California | California | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Movable: Single Leaf Bascule | Strauss Trunnion | 0 | 1 | Concrete | T-Beam | Fixed | 0 | 0 | 1917 | 2006 | Thomson Bridge Company of San Francisco, California | Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois | 7 | 8 | 94 | 28.65 | 205 | 62.48 | 40 | 12.19 | https://historicbridges.org/california/4th/little_day1_4thstreetbridge00277_small.jpg | https://historicbridges.org/california/4th/little_day1_4thstreetbridge00277.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/4th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.775050,-122.392420 | ||||||||
| 27 | ! | 4th Street Bridge | This is an impressive 1930s Warren camelback truss bridge with deck truss approach spans. The technical description of the main or most noteworthy span of the bridge is a 250 ft (76.2 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. | 39.088070 | -84.504490 | 4th Street | Licking River | Covington and Newport | Kenton County, Kentucky and Campbell County, Kentucky | Kentucky | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 8 | 13 | 1936 | 0 | Unknown | 6 | 7 | 250 | 76.2 | 1001.7 | 305.32 | 36 | 10.97 | https://historicbridges.org/kentucky/ky8/little_pict1684_small.jpg | https://historicbridges.org/kentucky/ky8/little_pict1684.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/ky8/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.088070,-84.504490 | |||||||
| 28 | 4th Street Bridge | Allen County Bridge 525 | Designed by a noteworthy local engineer, this is a late but rare example of a Melan style arch bridge. The technical description of the main or most noteworthy span of the bridge is a 55 ft (16.76 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Herman Tapp Construction Company of Fort Wayne, Indiana. The bridge was primarily designed by Asa Waters Grosvenor of Fort Wayne, Indiana. | 41.088100 | -85.135570 | 4th Street | Spy Run Creek | Fort Wayne | Allen County, Indiana | Indiana | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1921 | 0 | Herman Tapp Construction Company of Fort Wayne, Indiana | Asa Waters Grosvenor of Fort Wayne, Indiana | 7 | 6 | 55 | 16.76 | 65 | 19.81 | 30 | 9.14 | https://historicbridges.org/indiana/4thstreetbridge/little_4thstreetbridge1420_small.jpg | https://historicbridges.org/indiana/4thstreetbridge/little_4thstreetbridge1420.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/4thstreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.088100,-85.135570 | |||||||||||||
| 29 | 4 3/4 Mile Road Bridge | The only known bridge built by the Tunnel City Bridge and Iron Works was relocated to a private subdivision. The technical description of the main or most noteworthy span of the bridge is a 116 ft (35.36 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Tunnel City Bridge and Iron Works of Port Huron, Michigan. | 43.557690 | -84.319600 | 4 3/4 Mile Road | Pine River | Rural | Midland County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1903 | 0 | Tunnel City Bridge and Iron Works of Port Huron, Michigan | 7 | 8 | 116 | 35.36 | 120 | 36.58 | 15 | 4.57 | https://historicbridges.org/truss/434/little_zimg_20211113_155621_small.jpg | https://historicbridges.org/truss/434/little_zimg_20211113_155621.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/434/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.557690,-84.319600 | ||||||||||||||
| 31 | 5th Line Bridge | This is a small pony truss a short distance off the main road on a dead-end road. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 43.996670 | -80.014920 | 5th Line | Nottawasaga River | Rural | Dufferin County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/5thlinepony/little_img_5608_small.jpg | https://historicbridges.org/ontario/5thlinepony/little_img_5608.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/5thlinepony/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.996670,-80.014920 | ||||||||||||||
| 34 | 5th Street Bridge | Turners Falls Road Bridge | A tall pony truss provides an attractive and functional crossing. The technical description of the main or most noteworthy span of the bridge is a 134 ft (40.84 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. | 42.608430 | -72.560600 | 5th Street (Turners Falls Road) | Power Canal | Turners Falls | Franklin County, Massachusetts | Massachusetts | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 8 | 1 | 0 | 0 | 1954 | 1992 | Unknown | 4 | 5 | 134 | 40.84 | 136.2 | 41.51 | 26 | 7.92 | https://historicbridges.org/massachusetts/turnersfalls/little_pict8355_small.jpg | https://historicbridges.org/massachusetts/turnersfalls/little_pict8355.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/turnersfalls/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.608430,-72.560600 | |||||||||||||
| 36 | 5th Street Bridge | This bridge is an extremely rare Ontario example of a bridge designed by the Scherzer Rolling Lift Company! The technical description of the main or most noteworthy span of the bridge is a 84.6 ft (25.79 m) metal Variable Depth deck girder, movable: bascule, Rolling Lift. The bridge was primarily built by Canadian Bridge Company of Walkerville, Ontario. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. | 42.406590 | -82.185700 | 5th Street | Thames River | Chatham | Chatham-Kent Region, Ontario | Ontario | Canada | Metal | Variable Depth | Deck | Girder | Movable: Bascule | Rolling Lift | 0 | 1 | Metal | Railing Height | Girder | Fixed | 0 | 2 | 1931 | 1992 | Canadian Bridge Company of Walkerville, Ontario | Scherzer Rolling Lift Bridge Company of Chicago, Illinois | 7 | 7 | 84.6 | 25.79 | 253.2 | 77.18 | 36 | 10.97 | https://historicbridges.org/ontario/5th/little_pict3195_small.jpg | https://historicbridges.org/ontario/5th/little_pict3195.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/5th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.406590,-82.185700 | |||||||||
| 37 | 5th Street Bridge | WV-14 Bridge | This stunning, massive truss bridge is significant as a Depression Public Works Adminstration project. The technical description of the main or most noteworthy span of the bridge is a 350 ft (106.68 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Mortimer W. Smith. | 39.260200 | -81.556300 | 5th Street (Division Street / WV-14) | Little Kanawha River | Parkersburg | Wood County, West Virginia | West Virginia | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 12 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 13 | 1935 | 1998 | Mortimer W. Smith | 6 | 7 | 350 | 106.68 | 905 | 275.84 | 40 | 12.19 | https://historicbridges.org/wvirginia/parkersburg/bkg_07march392_small.jpg | https://historicbridges.org/wvirginia/parkersburg/07march1028.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/parkersburg/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.260200,-81.556300 | ||||||||||
| 38 | 5th Street Bridge | Jefferson Davis Memorial Bridge | This attractive haunched deck plate girder swing bridge retains excellent historic integrity. The technical description of the main or most noteworthy span of the bridge is a 119.8 ft (36.52 m) metal deck girder, movable: swing, Center Pier. The bridge was primarily built by Nashville Bridge Company of Nashville, Tennessee. | 33.476540 | -81.957060 | 5th Street | Savannah River | Augusta | Richmond County, Georgia and Aiken County, South Carolina | Georgia and South Carolina | United States | Metal | Deck | Girder | Movable: Swing | Center Pier | 0 | 2 | Metal | 0 | 12 | 1931 | 0 | Nashville Bridge Company of Nashville, Tennessee | 5 | 6 | 119.8 | 36.52 | 1201.8 | 366.31 | 21.7 | 6.61 | https://historicbridges.org/georgia/5th/little_dsc_1693_small.jpg | https://historicbridges.org/georgia/5th/little_dsc_1693.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=georgia/5th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.476540,-81.957060 | |||||||||||||
| 39 | 6 Mile Creek Road Bridge | West Haven Bridge | With its beautiful and unusual portal bracing design, this bridge is among Michigan's finest bridges. The technical description of the main or most noteworthy span of the bridge is a 128 ft (39.01 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Morse Bridge Company of Youngstown, Ohio. | 43.091470 | -84.154770 | 6 Mile Creek Road | Shiawassee River | Rural | Shiawassee County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 0 | 0 | Morse Bridge Company of Youngstown, Ohio | 7 | 8 | 128 | 39.01 | 132 | 40.23 | 16 | 4.88 | https://historicbridges.org/truss/6mile/little_pict6728_small.jpg | https://historicbridges.org/truss/6mile/little_pict6728.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/6mile/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.091470,-84.154770 | |||||||||||||
| 40 | 6 Mile Road Hines Drive Bridge | This is one of the older and more significant rigid-frame bridges crossing historic Hines Drive. The technical description of the main or most noteworthy span of the bridge is a 59.7 ft (18.2 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 42.410670 | -83.471930 | 6 Mile Road | Hines Drive | Northville | Wayne County, Michigan | Michigan | United States | Concrete | Rigid-Frame | Fixed | 0 | 0 | 0 | 0 | 1933 | 0 | Unknown | 6 | 6 | 59.7 | 18.2 | 67 | 20.42 | 40 | 12.19 | https://historicbridges.org/michigan/6milehines/little_p1370953_small.jpg | https://historicbridges.org/michigan/6milehines/little_p1370953.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/6milehines/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.410670,-83.471930 | |||||||||||||||||
| 41 | 6 Mile Road Railroad Bridge | This railroad overpass has some attractive aesthetic details. The technical description of the main or most noteworthy span of the bridge is a 66 ft (20.12 m) metal deck girder, fixed. The bridge was primarily built by Unknown. | 42.411500 | -83.468710 | Railroad (CSX) | 6 Mile Road | Northville | Wayne County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 2 | 2 | 66 | 20.12 | 72 | 21.95 | 0 | 0 | https://historicbridges.org/michigan/6milerr/little_p1370894_small.jpg | https://historicbridges.org/michigan/6milerr/little_p1370894.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/6milerr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.411500,-83.468710 | ||||||||||||||||
| 42 | 6 Mile Road Middle River Rouge Bridge | An old example of a rigid-frame, this bridge was built at the same time as a nearby Hines Drive overpass. The technical description of the main or most noteworthy span of the bridge is a 53.8 ft (16.4 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 42.410930 | -83.470820 | 6 Mile Road | Middle River Rouge | Northville | Wayne County, Michigan | Michigan | United States | Concrete | Rigid-Frame | Fixed | 0 | 0 | 0 | 0 | 1933 | 0 | Unknown | 6 | 6 | 53.8 | 16.4 | 59.7 | 18.2 | 40 | 12.19 | https://historicbridges.org/michigan/6mileriver/little_p1370914_small.jpg | https://historicbridges.org/michigan/6mileriver/little_p1370923.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/6mileriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.410930,-83.470820 | |||||||||||||||||
| 43 | 6th Concession Dougall Parkway Bridge | This attractive bridge is an excellent and locally rare example of a standard rigid-frame overpass in Ontario. The technical description of the main or most noteworthy span of the bridge is a concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 42.246950 | -82.979460 | 6th Concession | Dougall Parkway | Windsor | Essex County, Ontario | Ontario | Canada | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1956 | 0 | Unknown | 2 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/dougalparkway/little_p1430013_small.jpg | https://historicbridges.org/ontario/dougalparkway/little_p1430013.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/dougalparkway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.246950,-82.979460 | |||||||||||||||||
| 44 | 6th Street Bridge | A documentation of this bridge during a time when its historic integrity was higher than any other similar bridge, but today the bridge has modern railings added. The technical description of the main or most noteworthy span of the bridge is a 79.7 ft (24.29 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Canonie Construction Company of South Haven, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 42.235720 | -85.706200 | 6th Street | I-94 | Rural | Kalamazoo County, Michigan | Michigan | United States | Concrete | Curved | T-Beam | Fixed | 0 | Continuous | 4 | 0 | 0 | 1960 | 2006 | Canonie Construction Company of South Haven, Michigan | Michigan State Highway Department | 2 | 3 | 79.7 | 24.29 | 257 | 78.33 | 26.2 | 7.99 | https://historicbridges.org/concrete/6th/bkg_mich27_small.jpg | https://historicbridges.org/concrete/6th/mich072.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/6th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.235720,-85.706200 | ||||||||||||||
| 47 | 6th Street Bridge | Roberto Clemente Bridge | Most suspension bridges use cable; this unusual bridge uses eye-bars. The technical description of the main or most noteworthy span of the bridge is a 430 ft (131.06 m) metal through plate girder stiffening eyebar chain suspension, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Allegheny County Department of Public Works, Vernon R Covell and T. J. Wilkerson of Beaver Falls, Pennsylvania. | 40.445640 | -80.003390 | 6th Street | Allegheny River | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Through Plate Girder Stiffening | Eyebar Chain | Suspension | Fixed | 0 | 3 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1928 | 1995 | American Bridge Company of New York, New York | Allegheny County Department of Public Works, Vernon R Covell and T. J. Wilkerson of Beaver Falls, Pennsylvania | 8 | 9 | 430 | 131.06 | 995 | 303.28 | 38 | 11.58 | https://historicbridges.org/other/6th/little_p1220744_small.jpg | https://historicbridges.org/other/6th/little_p1220744.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/6th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.445640,-80.003390 | ||||||||||
| 48 | 6th Street Bridge | This is the longest Pratt through truss bridge in Michigan and its preservation is a model for proper bridge maintenance. The technical description of the main or most noteworthy span of the bridge is a 154.1 ft (46.97 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. | 42.976680 | -85.674510 | 6th Street | Grand River | Grand Rapids | Kent County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 10 | 4 | 0 | 0 | 1886 | 1978 | Massillon Bridge Company of Massillon, Ohio | 8 | 10 | 154.1 | 46.97 | 544.7 | 166.02 | 18 | 5.49 | https://historicbridges.org/truss/6th/little_p1330586_small.jpg | https://historicbridges.org/truss/6th/little_p1330586.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/6th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.976680,-85.674510 | ||||||||||||||
| 49 | 6th Street Bridge | Power Street Bridge | This uncommon Double Warren truss was bypassed and abandoned. The technical description of the main or most noteworthy span of the bridge is a 136 ft (41.45 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Eastern Bridge and Structural Company of Worcester, Massachusetts. | 42.607620 | -72.561360 | 6th Street (Abandoned Power Street Alignment) | Power Canal | Turners Falls | Franklin County, Massachusetts | Massachusetts | United States | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1912 | 0 | Eastern Bridge and Structural Company of Worcester, Massachusetts | 7 | 7 | 136 | 41.45 | 139 | 42.37 | 19.4 | 5.91 | https://historicbridges.org/massachusetts/powerstreet/little_pict8336_small.jpg | https://historicbridges.org/massachusetts/powerstreet/little_pict8336.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/powerstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.607620,-72.561360 | |||||||||||||
| 51 | 7 Mile Road Bridge | This concrete camelback has been beautifully preserved! The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) concrete 90 Foot Plan curved chord through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 43.673860 | -84.389330 | 7 Mile Road | Salt River | Sanford | Midland County, Michigan | Michigan | United States | Concrete | 90 Foot Plan | Curved Chord Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1927 | 0 | Unknown | Michigan State Highway Department | 7 | 7 | 90 | 27.43 | 92 | 28.04 | 22 | 6.71 | https://historicbridges.org/concrete/7mile/little_7mile_5074_small.jpg | https://historicbridges.org/concrete/7mile/little_7mile_5074.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/7mile/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.673860,-84.389330 | ||||||||||||||
| 52 | L | 7 Mile Road Bridge | One of a handful of overpasses that were the last examples of an unusual variation of an attractive Michigan railing design. The technical description of the main or most noteworthy span of the bridge is a 53.8 ft (16.4 m) metal continuous stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 42.430010 | -83.219330 | 7 Mile Road | Southfield Freeway (M-39) | Detroit | Wayne County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | Continuous | 2 | 0 | 0 | 1963 | 0 | Unknown | Michigan State Highway Department | 1 | 3 | 53.8 | 16.4 | 109 | 33.22 | 125 | 38.1 | https://historicbridges.org/michigan/southfield_7mile/little_dscf5261_small.jpg | https://historicbridges.org/michigan/southfield_7mile/little_dscf5261.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/southfield_7mile/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.430010,-83.219330 | ||||||||||||||
| 53 | 7 Mile Road Bridge | This nationally significant bridge has a unique Pegram truss configuration, yet is a bridge few know about. The technical description of the main or most noteworthy span of the bridge is a 146 ft (44.5 m) metal pin-connected Pegram through truss, fixed. The bridge was primarily built by Indiana Bridge Company of Muncie, Indiana. | 39.673900 | -84.622300 | 7 Mile Road | 7 Mile Creek | Rural | Preble County, Ohio | Ohio | United States | Metal | Pegram | Pin-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1906 | 1985 | Indiana Bridge Company of Muncie, Indiana | 8 | 9 | 146 | 44.5 | 155 | 47.24 | 15.7 | 4.79 | https://historicbridges.org/ohio/7mile/little_pict2445_small.jpg | https://historicbridges.org/ohio/7mile/little_pict2445.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/7mile/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.673900,-84.622300 | ||||||||||||||
| 54 | 7th Street Bridge | Take a tour of the inside of the only single leaf highway bascule bridge in Michigan, which was built in the 1930s. The technical description of the main or most noteworthy span of the bridge is a 114 ft (34.75 m) metal Variable Depth deck girder, movable: single leaf bascule, Fixed Trunnion. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. The bridge was primarily designed by J. A. L. Waddell. | 42.976410 | -82.427420 | 7th Street (Erie Street) | Black River | Port Huron | St. Clair County, Michigan | Michigan | United States | Metal | Variable Depth | Deck | Girder | Movable: Single Leaf Bascule | Fixed Trunnion | 0 | 1 | Concrete | Rigid-Frame | Fixed | 0 | 2 | 1933 | 2009 | Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin | J. A. L. Waddell | 6 | 7 | 114 | 34.75 | 273 | 83.21 | 40 | 12.19 | https://historicbridges.org/other/7th/little_p2060590_small.jpg | https://historicbridges.org/other/7th/little_p2060590.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/7th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.976410,-82.427420 | ||||||||||
| 55 | 7th Street Improvement Arches | 7th Street Bridge | This is the only known example of a rare helicoidal type skewed stone arch bridge in the state. The technical description of the main or most noteworthy span of the bridge is a 37 ft (11.28 m) stone Semicircular deck arch, fixed. The bridge was primarily built by McArthur Brothers of Chicago, Illinois. The bridge was primarily designed by William Albert Truesdell. | 44.956420 | -93.077250 | 7th Street | Railroad (Bruce Vento Rail-Trail) | St. Paul | Ramsey County, Minnesota | Minnesota | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1884 | 0 | McArthur Brothers of Chicago, Illinois | William Albert Truesdell | 9 | 9 | 37 | 11.28 | 90 | 27.43 | 0 | 0 | https://historicbridges.org/minnesota/7thstreet/little_7thstreet0510_small.jpg | https://historicbridges.org/minnesota/7thstreet/little_7thstreet0510.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/7thstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.956420,-93.077250 | |||||||||||||
| 56 | 7th Street Bridge | Andy Warhol Bridge | One of the Three Sisters bridges in Pittsburgh, this is the middle span. The technical description of the main or most noteworthy span of the bridge is a 422 ft (128.63 m) metal through plate girder stiffening eyebar chain suspension, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Allegheny County Department of Public Works, Vernon R Covell and T. J. Wilkerson of Beaver Falls, Pennsylvania. | 40.446060 | -80.001380 | 7th Street | Allegheny River | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Through Plate Girder Stiffening | Eyebar Chain | Suspension | Fixed | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1926 | 1993 | American Bridge Company of New York, New York | Allegheny County Department of Public Works, Vernon R Covell and T. J. Wilkerson of Beaver Falls, Pennsylvania | 9 | 8 | 422 | 128.63 | 1061 | 323.39 | 38 | 11.58 | https://historicbridges.org/pennsylvania/7th/little_p1220697_small.jpg | https://historicbridges.org/pennsylvania/7th/little_p1220697.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/7th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.446060,-80.001380 | ||||||||||
| 57 | L | 8 Mile Road Left Turn Bridge | This curved overpass is the most interesting and significant of the Southfield Freeway overpasses. The technical description of the main or most noteworthy span of the bridge is a 66 ft (20.12 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Charles J. Rogers Construction Company. The bridge was primarily designed by Michigan State Highway Department. | 42.443360 | -83.219720 | 8 Mile Road (M-102) Left Turn Ramp | Southfield Freeway (M-39) | Detroit | Wayne County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | 1964 | 0 | Charles J. Rogers Construction Company | Michigan State Highway Department | 2 | 4 | 66 | 20.12 | 132 | 40.23 | 24 | 7.32 | https://historicbridges.org/michigan/southfield_8mileleftturn/little_dscf5156_small.jpg | https://historicbridges.org/michigan/southfield_8mileleftturn/little_dscf5156.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/southfield_8mileleftturn/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.443360,-83.219720 | |||||||||||||||
| 58 | 8 Mile Road Railroad Overpass | This railroad overpass retains good historic integrity, although its substructure has deteriorated. The technical description of the main or most noteworthy span of the bridge is a 62 ft (18.9 m) metal deck girder, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 42.432960 | -83.614580 | Railroad (CSX) | 8 Mile Road | Rural | Oakland County, Michigan and Washtenaw County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 3 | 0 | 0 | 1928 | 0 | American Bridge Company of New York, New York | 2 | 5 | 62 | 18.9 | 88 | 26.82 | 0 | 0 | https://historicbridges.org/michigan/8milerr/little_p1430409_10_11_fused_small.jpg | https://historicbridges.org/michigan/8milerr/little_p1430409_10_11_fused.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/8milerr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.432960,-83.614580 | ||||||||||||||||
| 59 | 8th Concession Road Bridge | This bridge is still open to traffic, but on a road no longer maintained and rarely used. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 42.707160 | -80.521550 | 8th Concession Road | Big Creek | Rural | Norfolk County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/8thconcession/little_p1600049_small.jpg | https://historicbridges.org/ontario/8thconcession/little_p1600049.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/8thconcession/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.707160,-80.521550 | ||||||||||||||
| 60 | 9th Street Bridge | Rachel Carson Bridge | One of the famous Three Sisters bridges in Pittsburgh. The technical description of the main or most noteworthy span of the bridge is a 410 ft (124.97 m) metal through plate girder stiffening eyebar chain suspension, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Allegheny County Department of Public Works, Vernon R Covell and T. J. Wilkerson of Beaver Falls, Pennsylvania. | 40.446680 | -79.999730 | 9th Street | Allegheny River | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Through Plate Girder Stiffening | Eyebar Chain | Suspension | Fixed | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1926 | 1994 | American Bridge Company of New York, New York | Allegheny County Department of Public Works, Vernon R Covell and T. J. Wilkerson of Beaver Falls, Pennsylvania | 9 | 8 | 410 | 124.97 | 995 | 303.28 | 38 | 11.58 | https://historicbridges.org/pennsylvania/9th/little_p1220667_small.jpg | https://historicbridges.org/pennsylvania/9th/little_p1220667.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/9th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.446680,-79.999730 | ||||||||||
| 61 | 10 Curves Road Bridge | This is one of two beautiful but deteriorated concrete camelback bridges on this road. The technical description of the main or most noteworthy span of the bridge is a 57.7 ft (17.59 m) concrete 60 Foot Plan curved chord through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 46.256990 | -85.873870 | 10 Curves Road (CR-498) | Manistique River | Rural | Schoolcraft County, Michigan | Michigan | United States | Concrete | 60 Foot Plan | Curved Chord Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1929 | 0 | Unknown | Michigan State Highway Department | 7 | 7 | 57.7 | 17.59 | 60 | 18.29 | 22 | 6.71 | https://historicbridges.org/michigan/10curveseast/little_10curvesroad60foot_0452_small.jpg | https://historicbridges.org/michigan/10curveseast/little_10curvesroad60foot_0452.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/10curveseast/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.256990,-85.873870 | ||||||||||||||
| 62 | 10 Mile Road Bridge | A rare example of a lightweight style pony truss. The technical description of the main or most noteworthy span of the bridge is a 50.9 ft (15.51 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Minneapolis Bridge Company of Minneapolis, Minnesota. | 46.362500 | -84.289722 | 10 Mile Road | Charlotte River | Rural | Chippewa County, Michigan | Michigan | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1914 | 0 | Minneapolis Bridge Company of Minneapolis, Minnesota | 6 | 8 | 50.9 | 15.51 | 51.8 | 15.79 | 16.1 | 4.91 | https://historicbridges.org/truss/10mile/little_img_0094_small.jpg | https://historicbridges.org/truss/10mile/little_img_0094.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/10mile/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.362500,-84.289722 | ||||||||||||||
| 63 | 10th Avenue Bridge | Cedar Avenue Bridge | One of the largest concrete arch bridges in the area, this s-curve bridge was built in-house by city workers! The technical description of the main or most noteworthy span of the bridge is a 265 ft (80.77 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by City of Minneapolis, Minnesota. The bridge was primarily designed by Kristoffer Olsen Oustad. | 44.978660 | -93.243730 | 10th Avenue (Cedar Avenue) | Mississippi River, Railroad, and Various Streets | Minneapolis | Hennepin County, Minnesota | Minnesota | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 7 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 14 | 1929 | 1973 | City of Minneapolis, Minnesota | Kristoffer Olsen Oustad | 7 | 7 | 265 | 80.77 | 2153 | 656.23 | 55.4 | 16.89 | https://historicbridges.org/minnesota/10thavenue/little_10thavenue0825_small.jpg | https://historicbridges.org/minnesota/10thavenue/little_10thavenue0825.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/10thavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.978660,-93.243730 | ||||||||||
| 64 | 10th Street Bridge | This bascule bridge was built in the 1950s and has had its original railings replaced. The technical description of the main or most noteworthy span of the bridge is a 190 ft (57.91 m) metal Variable Depth deck girder, movable: double leaf bascule, Rolling Lift. The bridge was primarily built by Walter Toebe Company. The bridge was primarily designed by Hazelet and Erdal of Chicago, Illinois. | 42.980900 | -82.433510 | 10th Street | Black River | Port Huron | St. Clair County, Michigan | Michigan | United States | Metal | Variable Depth | Deck | Girder | Movable: Double Leaf Bascule | Rolling Lift | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1958 | 2002 | Walter Toebe Company | Hazelet and Erdal of Chicago, Illinois | 5 | 6 | 190 | 57.91 | 375 | 114.3 | 44 | 13.41 | https://historicbridges.org/other/10th/little_p2060530_small.jpg | https://historicbridges.org/other/10th/little_p2060530.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/10th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.980900,-82.433510 | ||||||||||
| 65 | 10th Street Bridge | Philip Murray Bridge | This graceful suspension bridge is a stunning landmark that is enjoyable to cross as well as view from a distance. The technical description of the main or most noteworthy span of the bridge is a 725 ft (220.98 m) metal plate girder stiffening wire cable suspension, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Allegheny County Department of Public Works, Vernon R Covell. | 40.432440 | -79.989270 | 10th Street | Monongahela River | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Plate Girder Stiffening | Wire Cable | Suspension | Fixed | 29 | 3 | 0 | 0 | 1933 | 2019 | American Bridge Company of New York, New York | Allegheny County Department of Public Works, Vernon R Covell | 8 | 8 | 725 | 220.98 | 1275 | 388.62 | 40 | 12.19 | https://historicbridges.org/pennsylvania/10th/little_10thstreetadd_4954_small.jpg | https://historicbridges.org/pennsylvania/10th/little_10thstreetadd_4954.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/10th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.432440,-79.989270 | |||||||||||||
| 67 | 11th Street Bridge | One of the oddest bridges in the country; consisting of two through trusses on either side of the roadway, this bridge is essentially a massive pony truss. The technical description of the main or most noteworthy span of the bridge is a 167 ft (50.9 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Eastern Bridge and Structural Company of Worcester, Massachusetts. | 42.602430 | -72.564490 | 11th Street | Power Canal | Turners Falls | Franklin County, Massachusetts | Massachusetts | United States | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 0 | 1 | 0 | 0 | 1915 | 1996 | Eastern Bridge and Structural Company of Worcester, Massachusetts | 9 | 9 | 167 | 50.9 | 205 | 62.48 | 24 | 7.32 | https://historicbridges.org/massachusetts/11th/little_pict8419_small.jpg | https://historicbridges.org/massachusetts/11th/little_pict8419.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/11th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.602430,-72.564490 | ||||||||||||||
| 68 | 11 Mile Road Railroad Overpass | A different style among twelve similar railroad over highway bridges in the county associated with a significant project. The technical description of the main or most noteworthy span of the bridge is a metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by A. Guthrie and Company of St. Paul, Minnesota. | 42.489750 | -83.147910 | Railroad (CN) | 11 Mile Road | Royal Oak | Oakland County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 2 | 1930 | 0 | A. Guthrie and Company of St. Paul, Minnesota | 2 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/oakland11mile/little_pict2296_small.jpg | https://historicbridges.org/michigan/oakland11mile/little_pict2296.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/oakland11mile/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.489750,-83.147910 | |||||||||||||||||
| 70 | 12th Line Bridge | This bridge is noted for its relatively long spans and skewed design. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. | 43.852010 | -80.283780 | 12th Line | Grand River | East Garafraxa Township | Dufferin County, Ontario | Ontario | Canada | Concrete | Rainbow | Through | Arch | Fixed | 0 | 2 | 0 | 0 | 1921 | 2019 | Unknown | 8 | 8 | 80 | 24.38 | 160 | 48.77 | 0 | 0 | https://historicbridges.org/ontario/12thline/little_p1560531_small.jpg | https://historicbridges.org/ontario/12thline/little_p1560531.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/12thline/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.852010,-80.283780 | |||||||||||||||
| 71 | 12 Mile Road Railroad Overpass | The longest example of twelve similar railroad over highway bridges in the county associated with a significant project. The technical description of the main or most noteworthy span of the bridge is a 59.7 ft (18.2 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by A. Guthrie and Company of St. Paul, Minnesota. | 42.503889 | -83.159444 | Railroad (CN) | 12 Mile Road | Royal Oak | Oakland County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 4 | 0 | 2 | 1930 | 0 | A. Guthrie and Company of St. Paul, Minnesota | 2 | 5 | 59.7 | 18.2 | 160 | 48.77 | 0 | 0 | https://historicbridges.org/michigan/oakland12mile/little_pict2219_small.jpg | https://historicbridges.org/michigan/oakland12mile/little_pict2219.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/oakland12mile/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.503889,-83.159444 | |||||||||||||||||
| 72 | 13 Mile Road Railroad Overpass | One of a group of similar railroad over highway bridges in the county associated with a significant project. The technical description of the main or most noteworthy span of the bridge is a 34.8 ft (10.61 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by A. Guthrie and Company of St. Paul, Minnesota. | 42.518056 | -83.171111 | Railroad (CN) | 13 Mile Road | Royal Oak | Oakland County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 2 | 1930 | 0 | A. Guthrie and Company of St. Paul, Minnesota | 2 | 5 | 34.8 | 10.61 | 93 | 28.35 | 0 | 0 | https://historicbridges.org/michigan/oakland13mile/little_pict2144_small.jpg | https://historicbridges.org/michigan/oakland13mile/little_pict2144.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/oakland13mile/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.518056,-83.171111 | |||||||||||||||||
| 74 | 13 Mile Road Bridge | A small but unaltered example of a reinforced concrete slab with a railing design that is unusual in Michigan. The technical description of the main or most noteworthy span of the bridge is a 15.7 ft (4.79 m) concrete slab, fixed. The bridge was primarily built by Unknown. | 43.742650 | -85.732780 | 13 Mile Road | McDuffee Creek | Rural | Newaygo County, Michigan | Michigan | United States | Concrete | Slab | Fixed | 0 | 2 | 0 | 0 | 1934 | 0 | Unknown | 1 | 2 | 15.7 | 4.79 | 31.8 | 9.69 | 25 | 7.62 | https://historicbridges.org/michigan/mcduffee/little_13milerdmcduffeecr2_small.jpg | https://historicbridges.org/michigan/mcduffee/little_13milerdmcduffeecr2.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/mcduffee/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.742650,-85.732780 | |||||||||||||||||
| 75 | 13th Line Bridge | This attractive heritage truss bridge compliments the scenic Grand River very nicely. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. | 43.861870 | -80.272530 | 13th Line | Grand River | Rural | Dufferin County, Ontario | Ontario | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Hamilton Bridge Company of Hamilton, Ontario | 7 | 7 | 125 | 38.1 | 125 | 38.1 | 0 | 0 | https://historicbridges.org/ontario/13thline/little_p1560621_small.jpg | https://historicbridges.org/ontario/13thline/little_p1560621.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/13thline/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.861870,-80.272530 | ||||||||||||||
| 76 | 14 Mile Road Railroad Overpass | One of a group of similar railroad over highway bridges in the county associated with a significant project. The technical description of the main or most noteworthy span of the bridge is a 34.8 ft (10.61 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by A. Guthrie and Company of St. Paul, Minnesota. | 42.532500 | -83.182778 | Railroad (CN) | 14 Mile Road | Royal Oak | Oakland County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 2 | 1930 | 0 | A. Guthrie and Company of St. Paul, Minnesota | 2 | 5 | 34.8 | 10.61 | 93 | 28.35 | 0 | 0 | https://historicbridges.org/michigan/oakland14mile/little_pict2053_small.jpg | https://historicbridges.org/michigan/oakland14mile/little_pict2053.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/oakland14mile/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.532500,-83.182778 | |||||||||||||||||
| 77 | 15 Mile Creek Road Bridge | The railings and details of the arch make this an attractive bridge. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 39.678510 | -78.457380 | National Pike (15 Mile Creek Road, US-40) | 15 Mile Creek | Rural | Allegany County, Maryland | Maryland | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1917 | 0 | Unknown | 6 | 6 | 65 | 19.81 | 116 | 35.36 | 24 | 7.32 | https://historicbridges.org/maryland/15milecreek/little_p1210162_small.jpg | https://historicbridges.org/maryland/15milecreek/little_p1210162.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/15milecreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.678510,-78.457380 | |||||||||||||||
| 78 | 16th Street Bridge | David McCullough Bridge | This ornate bridge is among the most beautifully composed bridges to be found. The technical description of the main or most noteworthy span of the bridge is a 437 ft (133.2 m) metal tied Braced Ribbed through arch, fixed. The bridge was primarily built by Fort Pitt Bridge Works of Pittsburgh, Pennsylvania. The bridge was primarily designed by Warren and Wetmore of New York, New York and H. G. Balcom. | 40.451620 | -79.990900 | 16th Street | Allegheny River | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Braced Ribbed | Tied | Through | Arch | Fixed | 0 | 3 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 30 | 1923 | 2003 | Fort Pitt Bridge Works of Pittsburgh, Pennsylvania | Warren and Wetmore of New York, New York and H. G. Balcom | 8 | 8 | 437 | 133.2 | 1900 | 579.12 | 38 | 11.58 | https://historicbridges.org/other/16th/little_p1220592_small.jpg | https://historicbridges.org/other/16th/little_p1220592.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/16th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.451620,-79.990900 | |||||||||
| 79 | 17 Road Bridge | With attractive concrete balustrade railings, this bridge appears to be an example of a standard bridge design built in this county. The technical description of the main or most noteworthy span of the bridge is a 44 ft (13.41 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 45.783000 | -87.284270 | 17 Road (CR-414) | 10 Mile Creek | Rural | Delta County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1939 | 0 | Unknown | 1 | 2 | 44 | 13.41 | 45 | 13.72 | 21 | 6.4 | https://historicbridges.org/michigan/cr41417road/little_cr41417road_1876_small.jpg | https://historicbridges.org/michigan/cr41417road/little_cr41417road_1876.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/cr41417road/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.783000,-87.284270 | |||||||||||||||||
| 81 | 18th Street Bridge | This is one of the few single leaf highway bascule bridges in Chicago, and the only example using the pony/deck truss design. The technical description of the main or most noteworthy span of the bridge is a 182 ft (55.47 m) metal rivet-connected Pratt railing height truss, movable: single leaf bascule, Fixed Trunnion. The bridge was primarily built by Overland Construction Company of Chicago, Illinois. The bridge was primarily designed by City of Chicago. | 41.857740 | -87.635240 | 18th Street | South Branch Chicago River | Chicago | Cook County, Illinois | Illinois | United States | Metal | Pratt | Rivet-Connected | Railing Height | Truss | Movable: Single Leaf Bascule | Fixed Trunnion | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 1967 | 0 | Overland Construction Company of Chicago, Illinois | City of Chicago | 5 | 5 | 182 | 55.47 | 280 | 85.34 | 48 | 14.63 | https://historicbridges.org/illinois/18th/little_dscf2503_small.jpg | https://historicbridges.org/illinois/18th/little_dscf2503.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/18th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.857740,-87.635240 | |||||||||
| 82 | 18th Street Bridge | A small example of a steel stringer with concrete balustrade railings. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.642370 | -85.721740 | 18th Street | Rabbit River | Rural | Allegan County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1929 | 0 | Unknown | 3 | 3 | 45 | 13.72 | 45 | 13.72 | 25 | 7.62 | https://historicbridges.org/michigan/18thrabbit/little_18thstrabbitr10_small.jpg | https://historicbridges.org/michigan/18thrabbit/little_18thstrabbitr10.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/18thrabbit/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.642370,-85.721740 | |||||||||||||||||
| 83 | 18 Road Bridge | This is a mid-20th Century bridge that appears to be an example of a county-designed bridge here in Delta County. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 45.796910 | -87.228830 | 18 Road (CR-414) | Ford River | Rural | Delta County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | 1958 | 0 | Unknown | 1 | 2 | 60 | 18.29 | 120 | 36.58 | 30 | 9.14 | https://historicbridges.org/michigan/cr41418road/little_cr41418road_1827_small.jpg | https://historicbridges.org/michigan/cr41418road/little_cr41418road_1827.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/cr41418road/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.796910,-87.228830 | |||||||||||||||||
| 84 | St. Charles Air Line Bridge | 18th Street Railroad Bridge | This bridge was the longest bascule bridge in the world when built, was moved once, and shortened during the move. The technical description of the main or most noteworthy span of the bridge is a 220 ft (67.06 m) metal rivet-connected Warren through truss, movable: single leaf bascule, Heel Trunnion. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. | 41.861030 | -87.634590 | Railroad (Canadian National) | South Branch Chicago River | Chicago | Cook County, Illinois | Illinois | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Single Leaf Bascule | Heel Trunnion | 0 | 1 | 0 | 0 | 1919 | 1930 | American Bridge Company of New York, New York | Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois | 9 | 8 | 220 | 67.06 | 220 | 67.06 | 0 | 0 | https://historicbridges.org/illinois/sbrr/little_pict1238_small.jpg | https://historicbridges.org/illinois/sbrr/little_pict1238.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/sbrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.861030,-87.634590 | |||||||||||
| 86 | 18 1/2 Mile Road Bridge | An excellent example of I-94 curved t-beam construction, as well as aesthetic expressway bridge design. The technical description of the main or most noteworthy span of the bridge is a 71 ft (21.64 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Holloway Construction Company of Livonia and Wixom, Michigan and Jarvick Construction Company. The bridge was primarily designed by Michigan State Highway Department. | 42.282390 | -84.936460 | 18 1/2 Mile Road | I-94 | Rural | Calhoun County, Michigan | Michigan | United States | Concrete | Curved | T-Beam | Fixed | 0 | Continuous | 4 | 0 | 0 | 1960 | 0 | Holloway Construction Company of Livonia and Wixom, Michigan and Jarvick Construction Company | Michigan State Highway Department | 2 | 3 | 71 | 21.64 | 227 | 69.19 | 24 | 7.32 | https://historicbridges.org/concrete/18half/little_18half_0391_small.jpg | https://historicbridges.org/concrete/18half/little_18half_0398.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/18half/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.282390,-84.936460 | ||||||||||||||
| 88 | 20 Mile Road Bridge | One of a few remaining historic expressway overpasses which retain historic integrity in the form of original railings. The technical description of the main or most noteworthy span of the bridge is a 71 ft (21.64 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Holloway Construction Company of Livonia and Wixom, Michigan and Raff and Dexter of Lansing, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 42.282690 | -84.906860 | 20 Mile Road | I-94 | Rural | Calhoun County, Michigan | Michigan | United States | Concrete | Curved | T-Beam | Fixed | 0 | Continuous | 4 | 0 | 0 | 1960 | 0 | Holloway Construction Company of Livonia and Wixom, Michigan and Raff and Dexter of Lansing, Michigan | Michigan State Highway Department | 2 | 3 | 71 | 21.64 | 227 | 69.19 | 24 | 7.32 | https://historicbridges.org/concrete/20mile/little_20mile_0426_small.jpg | https://historicbridges.org/concrete/20mile/little_20mile_0447.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/20mile/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.282690,-84.906860 | ||||||||||||||
| 94 | 22 1/2 Mile Road Bridge | A rare example of a Michigan through truss with riveted connection... plus this bridge is still open to traffic! The technical description of the main or most noteworthy span of the bridge is a 89 ft (27.13 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Elkhart Bridge and Iron Company of Elkhart, Indiana. | 42.134240 | -84.851260 | 22 1/2 Mile Road | St. Joseph River | Rural | Calhoun County, Michigan | Michigan | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1906 | 0 | Elkhart Bridge and Iron Company of Elkhart, Indiana | 6 | 7 | 89 | 27.13 | 90 | 27.43 | 15 | 4.57 | https://historicbridges.org/truss/c22halfmile/bkg_calcounty_29_small.jpg | https://historicbridges.org/truss/c22halfmile/calcounty_077.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/c22halfmile/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.134240,-84.851260 | ||||||||||||||
| 96 | 23 Mile Road Bridge | Perhaps the last aesthetic standard bridge design in Michigan included these curved t-beam bridges built on and over the expressways. The technical description of the main or most noteworthy span of the bridge is a 71 ft (21.64 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Holloway Construction Company of Livonia and Wixom, Michigan and Argersinger - Morse Construction Company. The bridge was primarily designed by Michigan State Highway Department. | 42.283330 | -84.847840 | 23 Mile Road | I-94 | Rural | Calhoun County, Michigan | Michigan | United States | Concrete | Curved | T-Beam | Fixed | 0 | Continuous | 4 | 0 | 0 | 1960 | 0 | Holloway Construction Company of Livonia and Wixom, Michigan and Argersinger - Morse Construction Company | Michigan State Highway Department | 2 | 2 | 71 | 21.64 | 227 | 69.19 | 26.2 | 7.99 | https://historicbridges.org/concrete/23mile/little_23mile_0473_small.jpg | https://historicbridges.org/concrete/23mile/little_23mile_0493.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/23mile/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.283330,-84.847840 | ||||||||||||||
| 98 | 24th Avenue Railroad Overpass | This bridge is a later but unaltered example of a MSHD designed grade separation. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal deck girder, fixed. The bridge was primarily built by Gene Fewell. The bridge was primarily designed by Michigan State Highway Department. | 43.044160 | -85.847500 | Railroad (Coopersville and Marne Railway) | 24th Avenue | Rural | Ottawa County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 1 | 0 | 0 | 1958 | 0 | Gene Fewell | Michigan State Highway Department | 1 | 3 | 40 | 12.19 | 51.8 | 15.79 | 0 | 0 | https://historicbridges.org/michigan/coopersville/little_coopersvillemarnerr10_small.jpg | https://historicbridges.org/michigan/coopersville/little_coopersvillemarnerr10.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/coopersville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.044160,-85.847500 | |||||||||||||||
| 99 | 24th Street Railroad Overpass | An old Grand Trunk Western Railroad overpass The technical description of the main or most noteworthy span of the bridge is a 29 ft (8.84 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.961310 | -82.452140 | Railroad (Canadian National) | 24th Street | Port Huron | St. Clair County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | 1925 | 0 | Unknown | 2 | 3 | 29 | 8.84 | 59.7 | 18.2 | 0 | 0 | https://historicbridges.org/concrete/24rail/IMG_0008_small.jpg | https://historicbridges.org/concrete/24rail/1hbme_530.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/24rail/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.961310,-82.452140 | |||||||||||||||||
| 100 | 24 Mile Road Bridge | This bridge is one of a small, declining group of curved t-beams that retain original railings. The technical description of the main or most noteworthy span of the bridge is a 71 ft (21.64 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 42.283500 | -84.828230 | 24 Mile Road | I-94 | Rural | Calhoun County, Michigan | Michigan | United States | Concrete | Curved | T-Beam | Fixed | 0 | Continuous | 4 | 0 | 0 | 1959 | 0 | Unknown | Michigan State Highway Department | 2 | 2 | 71 | 21.64 | 227 | 69.19 | 24 | 7.32 | https://historicbridges.org/michigan/24mile/bkg_calcounty_63_small.jpg | https://historicbridges.org/michigan/24mile/calcounty_115.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/24mile/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.283500,-84.828230 | ||||||||||||||
| 101 | 27 Mile Road Bridge | This is an impressive, rare skewed example of a curved t-beam expressway overpass. The technical description of the main or most noteworthy span of the bridge is a 113 ft (34.44 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Holloway Construction Company of Livonia and Wixom, Michigan and E. C. Nolan and Son of Detroit, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 42.267830 | -84.776110 | 27 Mile Road | I-94 | Rural | Calhoun County, Michigan | Michigan | United States | Concrete | Curved | T-Beam | Fixed | 0 | Continuous | 4 | 0 | 0 | 1960 | 0 | Holloway Construction Company of Livonia and Wixom, Michigan and E. C. Nolan and Son of Detroit, Michigan | Michigan State Highway Department | 3 | 4 | 113 | 34.44 | 360 | 109.73 | 26 | 7.92 | https://historicbridges.org/michigan/27mile/calcounty_098_small.jpg | https://historicbridges.org/michigan/27mile/calcounty_098.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/27mile/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.267830,-84.776110 | ||||||||||||||
| 107 | 28th Street Railroad Overpass | This large through plate girder span had a city design and welcome message painted on it. The technical description of the main or most noteworthy span of the bridge is a 113 ft (34.44 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 42.912980 | -85.664920 | Railroad (Conrail) | 28th Street (M-11) | Grand Rapids | Kent County, Michigan | Michigan | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1964 | 0 | Unknown | 1 | 3 | 113 | 34.44 | 113 | 34.44 | 0 | 0 | https://historicbridges.org/michigan/28th/bkg_hbmebridges150_small.jpg | https://historicbridges.org/michigan/28th/hbmebridges0471.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/28th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.912980,-85.664920 | ||||||||||||||||
| 109 | 28th Street CSX Railroad Overpass | A fairly long and heavilly skewed example of a standard trunk line grade separation. The technical description of the main or most noteworthy span of the bridge is a 79.7 ft (24.29 m) metal deck girder, fixed. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. The bridge was primarily designed by Michigan State Highway Department. | 42.912500 | -85.613330 | Railroad (CSX) | 28th Street (M-11) | Rural | Kent County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 3 | 0 | 0 | 1939 | 0 | Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin | Michigan State Highway Department | 1 | 3 | 79.7 | 24.29 | 176 | 53.64 | 0 | 0 | https://historicbridges.org/michigan/28thcsx/little_28thstrr3_small.jpg | https://historicbridges.org/michigan/28thcsx/little_28thstrr3.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/28thcsx/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.912500,-85.613330 | |||||||||||||||
| 110 | ! | 29 Mile Road Bridge | This arch bridge may be small, but it is beautiful and has excellent historic integrity. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 45.536690 | -87.438340 | 29 Mile Road | Devils Creek | Rural | Menominee County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1930 | 0 | Unknown | 3 | 6 | 24 | 7.32 | 26 | 7.92 | 16 | 4.88 | https://historicbridges.org/michigan/29mile/little_29mile_page_3_image_0001_small.jpg | https://historicbridges.org/michigan/29mile/little_29mile_page_3_image_0001.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/29mile/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.536690,-87.438340 | ||||||||||||||
| 111 | 30th Street Bridge | Iowa Bridge Number 183540 | A small riveted truss bridge adds beauty to the roadway it serves. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 43.472570 | -92.081330 | 30th Street | Bigalks Creek (Nichols Creek) | Rural | Howard County, Iowa | Iowa | United States | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1925 | 0 | Unknown | 5 | 4 | 40 | 12.19 | 43 | 13.11 | 17.7 | 5.39 | https://historicbridges.org/iowa/30th/little_dscf6243_small.jpg | https://historicbridges.org/iowa/30th/little_dscf6243.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/30th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.472570,-92.081330 | |||||||||||||
| 113 | 30th Street Rabbit River Bridge | A typical mid-20th Century steel stringer bridge in Michigan that retains its original railings. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Carl Goodwin and Sons of Allegan, Michigan. | 42.703380 | -85.839920 | 30th Street | Rabbit River | Rural | Allegan County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | 1947 | 0 | Carl Goodwin and Sons of Allegan, Michigan | 1 | 2 | 40 | 12.19 | 80 | 24.38 | 24 | 7.32 | https://historicbridges.org/michigan/30thrabbit/little_30thstrabbitr7_small.jpg | https://historicbridges.org/michigan/30thrabbit/little_30thstrabbitr7.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/30thrabbit/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.703380,-85.839920 | |||||||||||||||||
| 115 | 30 Mile Road Bridge | A wooden-decked beam bridge on stone abutments. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.778370 | -82.827520 | 30 Mile Road | Deer Creek | Rural | Macomb County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 1 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/beam/30mile/IMG_0047_small.jpg | https://historicbridges.org/beam/30mile/IMG_0048.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=beam/30mile/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.778370,-82.827520 | |||||||||||||||||
| 116 | 31st Street Bridge | This landmark arch bridge is one of the beautiful historic bridges in Pittsburgh and was extensively rehabilitated. The technical description of the main or most noteworthy span of the bridge is a 380 ft (115.82 m) metal three-hinged Solid Ribbed deck arch, fixed. The bridge was primarily built by Fort Pitt Bridge Works of Pittsburgh, Pennsylvania. The bridge was primarily designed by Allegheny County Department of Public Works. | 40.463010 | -79.975940 | 31st Street (PA-2122) | Allegheny River, Railroad, and Local Streets | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Solid Ribbed | Three-Hinged | Deck | Arch | Fixed | 0 | 3 | Metal | Girder | Fixed | 0 | Continuous | 23 | 1928 | 2007 | Fort Pitt Bridge Works of Pittsburgh, Pennsylvania | Allegheny County Department of Public Works | 8 | 7 | 380 | 115.82 | 2681 | 817.17 | 28 | 8.53 | https://historicbridges.org/pennsylvania/31st/little_dscf0468_small.jpg | https://historicbridges.org/pennsylvania/31st/little_dscf0468.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/31st/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.463010,-79.975940 | |||||||||
| 117 | 31st Street Railroad Overpass West | This is one of two similar beautifully designed grade separations to carry a railroad over a Chicago boulevard. The technical description of the main or most noteworthy span of the bridge is a metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 41.838260 | -87.688420 | Railroad (Chicago and Western Indiana) | 31st Street Boulevard | Chicago | Cook County, Illinois | Illinois | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 4 | 0 | 0 | 0 | 0 | Unknown | 4 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/31stwest/little_p1460517_small.jpg | https://historicbridges.org/illinois/31stwest/little_p1460517.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/31stwest/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.838260,-87.688420 | |||||||||||||||||
| 118 | 31st Street Railroad Overpass East | One of two railroad overpasses crossing this boulevard that have aesthetic details. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. | 41.838230 | -87.687650 | Railroad (Various) | 31st Street Boulevard | Chicago | Cook County, Illinois | Illinois | United States | Metal | Through | Girder | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | Unknown | 2 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/31steast/little_p1190439_small.jpg | https://historicbridges.org/illinois/31steast/little_p1190439.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/31steast/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.838230,-87.687650 | ||||||||||||||||
| 119 | 32nd Street Bridge | This relatively old highway over highway overpass has unusual railings and is unaltered. The technical description of the main or most noteworthy span of the bridge is a 56.8 ft (17.31 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.905250 | -85.581960 | 32nd Street | Broadmoor Avenue | Kentwood | Kent County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1948 | 0 | Unknown | 2 | 2 | 56.8 | 17.31 | 172 | 52.43 | 31.8 | 9.69 | https://historicbridges.org/michigan/32nd/little_32ndbroadmoor6_small.jpg | https://historicbridges.org/michigan/32nd/little_32ndbroadmoor6.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/32nd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.905250,-85.581960 | |||||||||||||||||
| 121 | 38th Street Bridge | One of the oldest expressway bridges in Michigan that retains integrity. The technical description of the main or most noteworthy span of the bridge is a 49 ft (14.94 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 42.278650 | -85.400440 | 38th Street (Scott Road) | I-94 | Rural | Kalamazoo County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 0 | 0 | 1951 | 0 | Unknown | Michigan State Highway Department | 3 | 5 | 49 | 14.94 | 192 | 58.52 | 26 | 7.92 | https://historicbridges.org/beam/38th/1bkg_hbme_267_small.jpg | https://historicbridges.org/beam/38th/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=beam/38th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.278650,-85.400440 | ||||||||||||||||
| 122 | 42nd Street Bridge | The oldest metal through arch in Pennsylvania, this bridge was rehabilitated to a like-new condition. The technical description of the main or most noteworthy span of the bridge is a 262 ft (79.86 m) metal Solid Ribbed through arch, fixed. The bridge was primarily built by Owego Bridge Company of Owego, New York. The bridge was primarily designed by Philadelphia Department of Public Works. | 39.972320 | -75.208670 | 42nd Street | Railroad (Amtrak) | Philadelphia | Philadelphia County, Pennsylvania | Pennsylvania | United States | Metal | Solid Ribbed | Through | Arch | Fixed | 0 | 1 | Concrete | Deck | Girder | Fixed | 0 | Continuous | 2 | 1909 | 2006 | Owego Bridge Company of Owego, New York | Philadelphia Department of Public Works | 7 | 7 | 262 | 79.86 | 308 | 93.88 | 30.8 | 9.39 | https://historicbridges.org/pennsylvania/42nd/little_dscf1518_small.jpg | https://historicbridges.org/pennsylvania/42nd/little_dscf1518.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/42nd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.972320,-75.208670 | |||||||||
| 125 | 46th Street Bridge | Ford Parkway Overpass | This is a handsome concrete t-beam overpass in a park setting. The technical description of the main or most noteworthy span of the bridge is a 42 ft (12.8 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. | 44.918920 | -93.206550 | Ford Parkway (46th Street) | Godfrey Parkway | Minneapolis | Hennepin County, Minnesota | Minnesota | United States | Concrete | T-Beam | Fixed | 0 | 3 | 0 | 0 | 1925 | 0 | Unknown | 3 | 3 | 42 | 12.8 | 76.8 | 23.41 | 50 | 15.24 | https://historicbridges.org/minnesota/46thstreetgodfreyparkway/little_46thstreetgodfreyparkway3517_small.jpg | https://historicbridges.org/minnesota/46thstreetgodfreyparkway/little_46thstreetgodfreyparkway3517.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/46thstreetgodfreyparkway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.918920,-93.206550 | ||||||||||||||||
| 126 | 47th Street Bridge | With an art deco style, this is one of of a series of railroad overpass bridges that display highly attractive architectual details. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. | 41.809920 | -87.591390 | Railroad (Metra Electric District, NICTD South Shore Line, Former Illinois Central) | 47th Street | Chicago | Cook County, Illinois | Illinois | United States | Concrete | Slab | Fixed | 0 | 5 | 0 | 0 | 0 | 0 | Unknown | 3 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/metra47th/little_dscf5144_small.jpg | https://historicbridges.org/illinois/metra47th/little_dscf5144.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/metra47th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.809920,-87.591390 | |||||||||||||||||
| 127 | 47th Street Bridge | This bridge stands out among many overpasses in Chicago for its ornate architectural detailing. The technical description of the main or most noteworthy span of the bridge is a 48 ft (14.63 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Michael J. McDermott and Company. The bridge was primarily designed by H. C. Taylor. | 41.807720 | -87.738320 | Railroad (Chicago Belt Railroad) | 47th Street | Chicago | Cook County, Illinois | Illinois | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | Concrete | Slab | Fixed | 0 | 2 | 1946 | 0 | Michael J. McDermott and Company | H. C. Taylor | 4 | 6 | 48 | 14.63 | 80 | 24.38 | 0 | 0 | https://historicbridges.org/illinois/47th/little_p1440474_small.jpg | https://historicbridges.org/illinois/47th/little_p1440474.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/47th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.807720,-87.738320 | |||||||||||||
| 129 | 51st Street Bridge | Hyde Park Boulevard Bridge | One of of a series of railroad overpass bridges that display highly attractive architectual details. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. | 41.802510 | -87.587410 | Railroad (Metra Electric District, NICTD South Shore Line, Former Illinois Central) | 51st Street (Hyde Park Boulevard) | Chicago | Cook County, Illinois | Illinois | United States | Concrete | Slab | Fixed | 0 | 4 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/metra51st/little_dscf5195_small.jpg | https://historicbridges.org/illinois/metra51st/little_dscf5195.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/metra51st/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.802510,-87.587410 | ||||||||||||||||
| 130 | 53rd Street Bridge | One of of a series of railroad overpass bridges that display highly attractive architectual details. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. | 41.799570 | -87.587000 | Railroad (Metra Electric District, NICTD South Shore Line, Former Illinois Central) | 53rd Street | Chicago | Cook County, Illinois | Illinois | United States | Concrete | Slab | Fixed | 0 | 4 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/metra53rd/little_dscf5210_small.jpg | https://historicbridges.org/illinois/metra53rd/little_dscf5210.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/metra53rd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.799570,-87.587000 | |||||||||||||||||
| 131 | 55th Street Bridge | One of of a series of railroad overpass bridges that display highly attractive architectual details. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. | 41.795200 | -87.587190 | Railroad (Metra Electric District, NICTD South Shore Line, Former Illinois Central) | 55th Street | Chicago | Cook County, Illinois | Illinois | United States | Concrete | Slab | Fixed | 0 | 4 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/metra55th/little_dscf5266_small.jpg | https://historicbridges.org/illinois/metra55th/little_dscf5266.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/metra55th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.795200,-87.587190 | |||||||||||||||||
| 132 | 56th Street Bridge | One of of a series of railroad overpass bridges that display highly attractive architectual details. The technical description of the main or most noteworthy span of the bridge is a metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 41.793340 | -87.587560 | Railroad (Metra Electric District, NICTD South Shore Line, Former Illinois Central) | 56th Street | Chicago | Cook County, Illinois | Illinois | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 4 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/metra56th/little_dscf5284_small.jpg | https://historicbridges.org/illinois/metra56th/little_dscf5284.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/metra56th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.793340,-87.587560 | |||||||||||||||||
| 134 | 57th Street Bridge | One of of a series of railroad overpass bridges that display attractive architectual details. The technical description of the main or most noteworthy span of the bridge is a metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 41.791540 | -87.587890 | Railroad (Metra Electric District, NICTD South Shore Line, Former Illinois Central) | 57th Street | Chicago | Cook County, Illinois | Illinois | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 5 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/metra57th/little_p1290120_small.jpg | https://historicbridges.org/illinois/metra57th/little_p1290120.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/metra57th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.791540,-87.587890 | |||||||||||||||||
| 135 | 59th Street Bridge | With unusual railings on one side, this is one of the largest examples of a series of similar bridges that display highly attractive architectual details. The technical description of the main or most noteworthy span of the bridge is a metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 41.787820 | -87.588750 | Railroad (Metra Electric District, NICTD South Shore Line, Former Illinois Central) | 59th Street and Westbound Midway Plaisance Drive | Chicago | Cook County, Illinois | Illinois | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 6 | 0 | 0 | 0 | 0 | Unknown | 3 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/metra59th/little_dscf5300_small.jpg | https://historicbridges.org/illinois/metra59th/little_p1640309.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/metra59th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.787820,-87.588750 | |||||||||||||||||
| 136 | 60th Street Bridge | One of the largest examples of a series of railroad overpass bridges that display highly attractive architectual details. The technical description of the main or most noteworthy span of the bridge is a metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 41.786220 | -87.589100 | Railroad (Metra Electric District, NICTD South Shore Line, Former Illinois Central) | 60th Street and Eastbound Midway Plaisance Drive | Chicago | Cook County, Illinois | Illinois | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 6 | 0 | 0 | 0 | 0 | Unknown | 3 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/metra60th/little_dscf5335_small.jpg | https://historicbridges.org/illinois/metra60th/little_dscf5335.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/metra60th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.786220,-87.589100 | |||||||||||||||||
| 137 | 66th Street Bridge | A representative example of mid 20th Century bridge technology in Michigan. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Carl Goodwin and Sons of Allegan, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 42.439750 | -86.187640 | 66th Street | Middle Branch Black River | Rural | Allegan County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1949 | 0 | Carl Goodwin and Sons of Allegan, Michigan | Michigan State Highway Department | 1 | 1 | 65 | 19.81 | 65 | 19.81 | 24 | 7.32 | https://historicbridges.org/michigan/66th/little_5162011_048_small.jpg | https://historicbridges.org/michigan/66th/little_5162011_048.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/66th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.439750,-86.187640 | ||||||||||||||||
| 138 | ! | 88th Avenue Bridge | One of the only historic bridges of any kind in the area, this bridge is a good example of its type. The technical description of the main or most noteworthy span of the bridge is a 48 ft (14.63 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. | 43.798110 | -86.338310 | 88th Avenue | North Branch Pentwater River | Rural | Oceana County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 1912 | Groton Bridge Company of Groton, New York | 5 | 7 | 48 | 14.63 | 49 | 14.94 | 14 | 4.27 | https://historicbridges.org/michigan/88th/little_img_1400_small.jpg | https://historicbridges.org/michigan/88th/little_img_1400.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/88th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.798110,-86.338310 | |||||||||||||
| 140 | 96th Avenue Bridges | La Grange Road Bridges | This is a pair of identical truss bridges that carry a divided highway system. The technical description of the main or most noteworthy span of the bridge is a 289.7 ft (88.3 m) metal bolt-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Alfred Benesch and Associates of Chicago, Illinois. | 41.685860 | -87.855390 | US-45 (96th Avenue and La Grange Road) | Calumet Sag Channel | Palos | Cook County, Illinois | Illinois | United States | Metal | Polygonal Warren | Bolt-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | Continuous | 5 | 1967 | 2000 | Unknown | Alfred Benesch and Associates of Chicago, Illinois | 4 | 3 | 289.7 | 88.3 | 445 | 135.64 | 30.8 | 9.39 | https://historicbridges.org/illinois/96thus45/little_p1280398_small.jpg | https://historicbridges.org/illinois/96thus45/little_p1280398.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/96thus45/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.685860,-87.855390 | ||||||||
| 141 | 100th Street Bridge | This bascule bridge is an excellent and unaltered example of a traditional Chicago bascule bridge. The technical description of the main or most noteworthy span of the bridge is a 233 ft (71.02 m) metal rivet-connected Pratt pony truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Ketler-Elliott Company of Chicago, Illinois. The bridge was primarily designed by City of Chicago. | 41.713611 | -87.542222 | 100th Street | Calumet River | Chicago | Cook County, Illinois | Illinois | United States | Metal | Pratt | Rivet-Connected | Pony | Truss | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 1927 | 0 | Ketler-Elliott Company of Chicago, Illinois | City of Chicago | 7 | 5 | 233 | 71.02 | 326 | 99.36 | 38 | 11.58 | https://historicbridges.org/illinois/100th/little_p1630738_small.jpg | https://historicbridges.org/illinois/100th/little_p1630738.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/100th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.713611,-87.542222 | |||||||||
| 143 | 110th Street Bridge | Iowa Bridge Number 214040 | This bridge is significant as an unaltered pre-1900 bridge system consisting of truss and stringer spans. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 42.922460 | -94.225920 | 110th Street | East Fork Des Moines River | Rural | Kossuth County, Iowa | Iowa | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 1895 | 0 | King Bridge Company of Cleveland, Ohio | 7 | 7 | 100 | 30.48 | 195.2 | 59.5 | 15.4 | 4.69 | https://historicbridges.org/iowa/110th/little_dscf6403_small.jpg | https://historicbridges.org/iowa/110th/little_dscf6402.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/110th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.922460,-94.225920 | ||||||||||
| 144 | 110th Street Bridge | Iowa Bridge Number 185150 | A traditionally composed through truss bridge in a rural setting. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Iowa Bridge Company of Des Moines, Iowa. | 42.892000 | -94.183560 | 110th Street | East Fork Des Moines River | Rural | Humboldt County, Iowa | Iowa | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 1911 | 0 | Iowa Bridge Company of Des Moines, Iowa | 7 | 7 | 90 | 27.43 | 110 | 33.53 | 15.7 | 4.79 | https://historicbridges.org/iowa/110th_humboldt/little_dscf6468_small.jpg | https://historicbridges.org/iowa/110th_humboldt/little_dscf6468.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/110th_humboldt/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.892000,-94.183560 | ||||||||||
| 145 | 106th Street Bridge | This impressive bascule bridge has very tall trusses and is among the most impressive of the Calumet River highway bridges. The technical description of the main or most noteworthy span of the bridge is a 250 ft (76.2 m) metal rivet-connected Pratt pony truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Ketler-Elliott Company of Chicago, Illinois. The bridge was primarily designed by City of Chicago. | 41.702778 | -87.545278 | 106th Street | Calumet River | Chicago | Cook County, Illinois | Illinois | United States | Metal | Pratt | Rivet-Connected | Pony | Truss | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 1930 | 1998 | Ketler-Elliott Company of Chicago, Illinois | City of Chicago | 7 | 7 | 250 | 76.2 | 349 | 106.38 | 38 | 11.58 | https://historicbridges.org/illinois/106th/little_p1630932_small.jpg | https://historicbridges.org/illinois/106th/little_p1630932.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/106th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.702778,-87.545278 | |||||||||
| 147 | 110th Street Bridge | Iowa Bridge Number 78120 | A beautiful and well-preserved example of a rare and significant Marsh rainbow arch bridge. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) concrete marsh Rainbow through arch, fixed. The bridge was primarily built by Marsh Engineering Company of Des Moines, Iowa. | 42.195460 | -93.775690 | 110th Street (U Avenue) | Squaw Creek | Rural | Boone County, Iowa | Iowa | United States | Concrete | Rainbow | Marsh | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1918 | 0 | Marsh Engineering Company of Des Moines, Iowa | 8 | 7 | 60 | 18.29 | 88 | 26.82 | 17.1 | 5.21 | https://historicbridges.org/iowa/110th_boone/little_dscf6025_small.jpg | https://historicbridges.org/iowa/110th_boone/little_dscf6021.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/110th_boone/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.195460,-93.775690 | |||||||||||||
| 148 | 118th Avenue Bridge | Monroe Road Bridge | This attractive historic bridge is located in a scenic, public state game area and deserves preservation. The technical description of the main or most noteworthy span of the bridge is a 48 ft (14.63 m) concrete 50 Foot Plan curved chord through girder, fixed. The bridge was primarily built by Townsend-Shuttleworth-Ballmer Company of Lansing, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 42.552370 | -85.979370 | 118th Avenue (Monroe Road) | Swan Creek | Rural | Allegan County, Michigan | Michigan | United States | Concrete | 50 Foot Plan | Curved Chord Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1926 | 0 | Townsend-Shuttleworth-Ballmer Company of Lansing, Michigan | Michigan State Highway Department | 7 | 7 | 48 | 14.63 | 50 | 15.24 | 22 | 6.71 | https://historicbridges.org/michigan/118th/little_img_20210807_111028_small.jpg | https://historicbridges.org/michigan/118th/little_img_20210807_111028.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/118th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.552370,-85.979370 | |||||||||||||
| 149 | 120th Avenue Bridge | This abandoned truss is in decent condition and is an early example of a truss with riveted connections. The technical description of the main or most noteworthy span of the bridge is a 61 ft (18.59 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 43.520110 | -85.323690 | 120th Avenue | Little Muskegon River | Rural | Mecosta County, Michigan | Michigan | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1897 | 0 | Unknown | 5 | 8 | 61 | 18.59 | 62 | 18.9 | 16 | 4.88 | https://historicbridges.org/michigan/120th/bkg_hbmebridges287_small.jpg | https://historicbridges.org/michigan/120th/hbmebridges0908.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/120th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.520110,-85.323690 | ||||||||||||||
| 150 | 123rd Street Bridge | Iowa Bridge Number 346360 | A good example of a two-span riveted pony truss from the 1930s. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 43.113260 | -91.905100 | 123rd Street | Turkey River | Rural | Winneshiek County, Iowa | Iowa | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 10 | 2 | 0 | 0 | 1936 | 0 | Unknown | 5 | 5 | 90 | 27.43 | 185 | 56.39 | 15.1 | 4.6 | https://historicbridges.org/iowa/123rd/little_dscf5914_small.jpg | https://historicbridges.org/iowa/123rd/little_dscf5914.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/123rd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.113260,-91.905100 | |||||||||||||
| 151 | 127th Street Bridge | This imposing bridge is noted for its very heavy skew. The technical description of the main or most noteworthy span of the bridge is a 396 ft (120.7 m) metal bolt-connected Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Alfred Benesch and Associates of Chicago, Illinois. | 41.661500 | -87.749730 | 127th Street | Calumet Sag Channel | Alsip | Cook County, Illinois | Illinois | United States | Metal | Warren | Bolt-Connected | Through | Truss | Fixed | 12 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 1968 | 1991 | Unknown | Alfred Benesch and Associates of Chicago, Illinois | 5 | 5 | 396 | 120.7 | 610.3 | 186.02 | 53.2 | 16.22 | https://historicbridges.org/illinois/127th/little_p1280182_small.jpg | https://historicbridges.org/illinois/127th/little_p1280182.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/127th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.661500,-87.749730 | ||||||||||
| 152 | 130th Street Bridge | This truss bridge is a fixed Calumet River bridge that features an unusual modified Warren truss design. The technical description of the main or most noteworthy span of the bridge is a 230 ft (70.1 m) metal rivet-connected Modified Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. | 41.659170 | -87.572780 | 130th Street | Calumet River | Chicago | Cook County, Illinois | Illinois | United States | Metal | Modified Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 12 | 1 | Metal | Deck | Girder | Fixed | 0 | 2 | 1949 | 0 | Unknown | 5 | 5 | 230 | 70.1 | 369 | 112.47 | 44 | 13.41 | https://historicbridges.org/illinois/130/little_p1260706_small.jpg | https://historicbridges.org/illinois/130/little_p1260706.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/130/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.659170,-87.572780 | ||||||||||
| 155 | 133rd Avenue Railroad Overpass | This small, simple concrete bridge is a very old example of a general design still used today. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. | 42.659630 | -86.088320 | Railroad (CSX) | 133rd Avenue | Rural | Allegan County, Michigan | Michigan | United States | Concrete | Slab | Fixed | 0 | 1 | 0 | 0 | 1908 | 0 | Unknown | 2 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/133rdrr/little_onelanerr8_small.jpg | https://historicbridges.org/michigan/133rdrr/little_onelanerr8.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/133rdrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.659630,-86.088320 | |||||||||||||||||
| 156 | 135th Street Bridge | Romeoville Bridge / Romeo Road Swing Bridge | This magnificent and large swing bridge was relocated and is the last remaining highway swing bridge in the area. The technical description of the main or most noteworthy span of the bridge is a 204 ft (62.18 m) metal pin-connected Warren through truss, movable: swing, Bobtail. The bridge was primarily built by Strobel Steel Construction Company of Chicago, Illinois. | 41.642420 | -88.063280 | 135th Street | Des Plaines River | Romeoville | Will County, Illinois | Illinois | United States | Metal | Warren | Pin-Connected | Through | Truss | Movable: Swing | Bobtail | 0 | 1 | 0 | 0 | 1899 | 1996 | Strobel Steel Construction Company of Chicago, Illinois | 8 | 8 | 204 | 62.18 | 302 | 92.05 | 18 | 5.49 | https://historicbridges.org/illinois/romeopark/little_pict0872_small.jpg | https://historicbridges.org/illinois/romeopark/little_pict0872.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/romeopark/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.642420,-88.063280 | ||||||||||||
| 159 | ! | 150th Street Bridge | Iowa Bridge Number 316250 | A representative example of a rural Iowa Parker truss bridge with what appears to be a bolted connection alteration. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 42.137200 | -93.567340 | 150th Street | South Skunk River | Rural | Story County, Iowa | Iowa | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1920 | 1974 | Unknown | 6 | 6 | 150 | 45.72 | 154.2 | 47 | 19.7 | 6 | https://historicbridges.org/iowa/150th/little_dscf6177_small.jpg | https://historicbridges.org/iowa/150th/little_dscf6177.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/150th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.137200,-93.567340 | ||||||||||||
| 161 | 220th Street Bridge | Iowa Bridge Number 361080 | This bridge represents a standard rural Iowa riveted through truss very well. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 43.255420 | -92.008910 | 220th Street | Turkey River | Rural | Winneshiek County, Iowa | Iowa | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 110 | 33.53 | 110 | 33.53 | 14.4 | 4.39 | https://historicbridges.org/iowa/220th/little_dscf6014_small.jpg | https://historicbridges.org/iowa/220th/little_dscf6014.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/220th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.255420,-92.008910 | |||||||||||||
| 162 | 220th Street Bridge | Iowa Bridge Number 342800 | This rare example of a metal Howe truss bridge is an example of railroad thinking for highway bridges. The technical description of the main or most noteworthy span of the bridge is a 76 ft (23.16 m) metal rivet-connected Howe pony truss, fixed. The bridge was primarily built by Unknown. | 42.472260 | -94.292090 | 220th Street | Railroad (Union Pacific) | Rural | Webster County, Iowa | Iowa | United States | Metal | Howe | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 1889 | 1917 | Unknown | 7 | 7 | 76 | 23.16 | 78 | 23.77 | 21 | 6.4 | https://historicbridges.org/iowa/220/little_dscf6031_small.jpg | https://historicbridges.org/iowa/220/little_dscf6031.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/220/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.472260,-94.292090 | |||||||||||||
| 163 | 235th Avenue Bridge | Iowa Bridge Number 347780 | This bridge has good integrity and is an unusual example of its type. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. | 43.332130 | -91.857080 | 235th Avenue | 10 Mile Creek | Rural | Winneshiek County, Iowa | Iowa | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 1949 | Unknown | 6 | 6 | 60 | 18.29 | 60 | 18.29 | 15.4 | 4.69 | https://historicbridges.org/iowa/235th/little_dscf6042_small.jpg | https://historicbridges.org/iowa/235th/little_dscf6042.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/235th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.332130,-91.857080 | |||||||||||||
| 164 | 265th Street Bridge | Iowa Bridge Number 347840 | A very short example of a once-common bridge type. The technical description of the main or most noteworthy span of the bridge is a 32.2 ft (9.81 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. | 43.320310 | -91.920760 | 265th Street | 10 Mile Creek | Rural | Winneshiek County, Iowa | Iowa | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 5 | 32.2 | 9.81 | 32.2 | 9.81 | 16.1 | 4.91 | https://historicbridges.org/iowa/265th/main_small.jpg | https://historicbridges.org/iowa/265th/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/265th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.320310,-91.920760 | |||||||||||||
| 165 | 280th Street Bridge | CR-G62 Bridge (Iowa Number 235850) | A small standard plan truss bridge in a scenic rural location. The technical description of the main or most noteworthy span of the bridge is a 51 ft (15.54 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 41.243580 | -92.763380 | 280th Street (CR-G62) | Coal Creek | Rural | Mahaska County, Iowa | Iowa | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 2 | 0 | 0 | Unknown | 4 | 5 | 51 | 15.54 | 104 | 31.7 | 19 | 5.79 | https://historicbridges.org/iowa/280th/little_dscf6002_small.jpg | https://historicbridges.org/iowa/280th/little_dscf6002.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/280th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.243580,-92.763380 | |||||||||||||
| 166 | 305th Avenue Bridge | Iowa Bridge Number 347140 | A small, traditionally composed standard pony truss in a rural setting. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 43.235490 | -92.002710 | 305th Avenue | Bohemian Creek | Rural | Winneshiek County, Iowa | Iowa | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 8 | 1 | 0 | 0 | 1922 | 0 | Unknown | 4 | 4 | 70 | 21.34 | 75 | 22.86 | 16.1 | 4.91 | https://historicbridges.org/iowa/305th/little_dscf6047_small.jpg | https://historicbridges.org/iowa/305th/little_dscf6047.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/305th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.235490,-92.002710 | |||||||||||||
| 167 | 310th Avenue Bridge | Iowa Bridge Number 349060 | A small scale riveted truss bridge that is unlike most other riveted truss bridges in the county. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Unknown. | 43.411660 | -92.018140 | 310th Avenue | Minor Creek | Rural | Winneshiek County, Iowa | Iowa | United States | Metal | Double-Intersection Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1910 | 0 | Unknown | 6 | 6 | 60 | 18.29 | 60 | 18.29 | 15.4 | 4.69 | https://historicbridges.org/iowa/310th/little_dscf6117_small.jpg | https://historicbridges.org/iowa/310th/little_dscf6117.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/310th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.411660,-92.018140 | |||||||||||||
| 168 | 370th Street Bridge | Iowa Bridge Number 349850 | This bridge is a most unusual structure which is composed of at least one relocated truss span. The technical description of the main or most noteworthy span of the bridge is a 73.2 ft (22.31 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 43.474010 | -92.075710 | 370th Street | Upper Iowa River | Rural | Winneshiek County, Iowa | Iowa | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 8 | 2 | 0 | 0 | 1904 | 0 | Unknown | 6 | 6 | 73.2 | 22.31 | 147 | 44.81 | 16.1 | 4.91 | https://historicbridges.org/iowa/370th/little_dscf6189_small.jpg | https://historicbridges.org/iowa/370th/little_dscf6188.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/370th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.474010,-92.075710 | |||||||||||||
| 169 | 390th Street Bridge | Iowa Bridge Number 171030 | A good representative example of a standard Iowa T-beam bridge. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. | 42.223990 | -93.794600 | 390th Street | Squaw Creek | Rural | Hamilton County, Iowa | Iowa | United States | Concrete | T-Beam | Fixed | 0 | 2 | 0 | 0 | 1917 | 0 | Unknown | 2 | 3 | 30 | 9.14 | 65 | 19.81 | 18.4 | 5.61 | https://historicbridges.org/iowa/390th/little_dscf6007_small.jpg | https://historicbridges.org/iowa/390th/little_dscf6007.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/390th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.223990,-93.794600 | ||||||||||||||||
| 170 | 580th Avenue Bridge | Iowa Bridge Number 217370 | A larger span example of a rare and significant Marsh rainbow arch bridge. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) concrete marsh Rainbow through arch, fixed. The bridge was primarily built by Marsh Engineering Company of Des Moines, Iowa. | 43.345170 | -94.442780 | 580th Avenue (10th Avenue) | East Fork Des Moines River | Rural | Emmet County, Iowa and Kossuth County, Iowa | Iowa | United States | Concrete | Rainbow | Marsh | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1916 | 0 | Marsh Engineering Company of Des Moines, Iowa | 8 | 7 | 100 | 30.48 | 102 | 31.09 | 17.4 | 5.3 | https://historicbridges.org/iowa/580th/little_dscf6372_small.jpg | https://historicbridges.org/iowa/580th/little_dscf6372.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/580th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.345170,-94.442780 | |||||||||||||
| 171 | A-45 Rabbit River Bridge | This is a small concrete bridge with a nice railing design. The technical description of the main or most noteworthy span of the bridge is a 31.8 ft (9.69 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 42.686030 | -85.645920 | A-45 (11th Street) | Rabbit River | Rural | Allegan County, Michigan | Michigan | United States | Concrete | T-Beam | Fixed | 0 | 1 | 0 | 0 | 1940 | 0 | Unknown | Michigan State Highway Department | 2 | 2 | 31.8 | 9.69 | 31.8 | 9.69 | 35 | 10.67 | https://historicbridges.org/concrete/a45rabbit/gr089_small.jpg | https://historicbridges.org/concrete/a45rabbit/gr089.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/a45rabbit/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.686030,-85.645920 | ||||||||||||||||
| 175 | Ackelson Bridge | An interesting little pony truss adds beauty and compliments a scenic wooded region. The technical description of the main or most noteworthy span of the bridge is a 43 ft (13.11 m) metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Nelson and Buchanan of Chambersburg, Pennsylvania. | 40.403770 | -80.339310 | Maple Grove Road (TR-506) | Raccoon Creek | Rural | Washington County, Pennsylvania | Pennsylvania | United States | Metal | Double-Intersection Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1904 | 0 | Nelson and Buchanan of Chambersburg, Pennsylvania | 5 | 5 | 43 | 13.11 | 50 | 15.24 | 11.8 | 3.6 | https://historicbridges.org/pennsylvania/maplegrove/little_ackelsonbridgeadd1851_small.jpg | https://historicbridges.org/pennsylvania/maplegrove/little_ackelsonbridgeadd1851.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/maplegrove/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.403770,-80.339310 | ||||||||||||||
| 176 | Ada Railroad Bridge | This plate girder bridge is the oldest bridge in Ada today. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 42.952210 | -85.486600 | Railroad (Grand Rapids Eastern) | Thornapple River | Ada | Kent County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 3 | 0 | 0 | 1907 | 0 | American Bridge Company of New York, New York | 1 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/adarr/little_adarrbridge5_small.jpg | https://historicbridges.org/michigan/adarr/little_adarrbridge5.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/adarr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.952210,-85.486600 | ||||||||||||||||
| 177 | Adaline Bridge | A slightly skewed example of a significant truss configuration. The technical description of the main or most noteworthy span of the bridge is a 192 ft (58.52 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 39.767980 | -80.644530 | CR-74 | Fish Creek | Adaline (Rural) | Marshall County, West Virginia | West Virginia | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 12 | 1 | 0 | 0 | 1892 | 0 | Wrought Iron Bridge Company of Canton, Ohio | 8 | 8 | 192 | 58.52 | 194 | 59.13 | 15.4 | 4.69 | https://historicbridges.org/wvirginia/adaline/bkg_07march483_small.jpg | https://historicbridges.org/wvirginia/adaline/07march1343.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/adaline/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.767980,-80.644530 | ||||||||||||||
| 178 | Adamsville Bridge | This incredible bridge may be the only example of its type in the country, and is one of the most significant historic bridges in Ohio. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) concrete cantilevered through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Ohio State Highway Department. | 38.875130 | -82.354930 | Farmview Road (CR-71) (Gallipolis-Jackson Road) | Raccoon Creek | Adamsville | Gallia County, Ohio | Ohio | United States | Concrete | Cantilevered | Through | Girder | Fixed | 0 | 3 | 0 | 2 | 1922 | 0 | Unknown | Ohio State Highway Department | 10 | 10 | 60 | 18.29 | 134 | 40.84 | 21 | 6.4 | https://historicbridges.org/ohio/adamsville/little_adamsville3997_8_9_fused_small.jpg | https://historicbridges.org/ohio/adamsville/little_adamsville3997_8_9_fused.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/adamsville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.875130,-82.354930 | ||||||||||||||
| 179 | Adams Basin Bridge | Washington Street Bridge, Bridge E-178 | This Erie Canal lift bridge is in a less populated area than many of the other lift bridges on the canal. The technical description of the main or most noteworthy span of the bridge is a 118.8 ft (36.21 m) metal rivet-connected Warren (No Verticals) pony truss, movable: vertical lift. The bridge was primarily built by Skene and Richmond of Louisa, Kentucky. | 43.195550 | -77.853880 | Washington Street (CR-212) | Erie Canal (New York State Barge Canal) | Adams Basin | Monroe County, New York | New York | United States | Metal | Warren (No Verticals) | Rivet-Connected | Pony | Truss | Movable: Vertical Lift | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1912 | 0 | Skene and Richmond of Louisa, Kentucky | 8 | 7 | 118.8 | 36.21 | 144.7 | 44.1 | 18.4 | 5.61 | https://historicbridges.org/newyork/cr212washingtonstreet/little_img_4292_small.jpg | https://historicbridges.org/newyork/cr212washingtonstreet/little_img_4292.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/cr212washingtonstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.195550,-77.853880 | ||||||||||
| 180 | Adams Street Bridge | One of the bascule bridges in Chicago that is a true deck truss with no trusses above the roadway. The technical description of the main or most noteworthy span of the bridge is a 199 ft (60.66 m) metal rivet-connected Pratt deck truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Strobel Steel Construction Company of Chicago, Illinois. The bridge was primarily designed by City of Chicago. | 41.879340 | -87.638030 | Adams Street (Historic US-66) | South Branch Chicago River | Chicago | Cook County, Illinois | Illinois | United States | Metal | Pratt | Rivet-Connected | Deck | Truss | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 1927 | 1996 | Strobel Steel Construction Company of Chicago, Illinois | City of Chicago | 7 | 6 | 199 | 60.66 | 250 | 76.2 | 38 | 11.58 | https://historicbridges.org/illinois/adams/little_dscf3655_small.jpg | https://historicbridges.org/illinois/adams/little_dscf3655.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/adams/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.879340,-87.638030 | |||||||||
| 181 | ! | Adam Street Bridge | Bridge E-229 | A historically intact example of an unusual type of vertical lift bridge. The technical description of the main or most noteworthy span of the bridge is a 96.8 ft (29.5 m) metal rivet-connected Warren (No Verticals) pony truss, movable: vertical lift. The bridge was primarily built by Lackawanna Bridge Company of Buffalo, New York. | 43.178680 | -78.682750 | Adam Street | Erie Canal (New York State Barge Canal) | Lockport | Niagara County, New York | New York | United States | Metal | Warren (No Verticals) | Rivet-Connected | Pony | Truss | Movable: Vertical Lift | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1917 | 0 | Lackawanna Bridge Company of Buffalo, New York | 8 | 7 | 96.8 | 29.5 | 130 | 39.62 | 23.6 | 7.19 | https://historicbridges.org/truss/adams/little_img_4765_small.jpg | https://historicbridges.org/truss/adams/little_img_4765.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/adams/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.178680,-78.682750 | |||||||||
| 182 | Adams Road Bridge | The larger of two nearby bridges that have an unusual, primitive design to them unlike other Michigan girders. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) concrete through girder, fixed. The bridge was primarily built by Unknown. | 43.451430 | -84.515000 | Adams Road | Bush Creek | Rural | Gratiot County, Michigan | Michigan | United States | Concrete | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1930 | 0 | Unknown | 4 | 6 | 40 | 12.19 | 46 | 14.02 | 16 | 4.88 | https://historicbridges.org/michigan/adams/little_pict7406_small.jpg | https://historicbridges.org/michigan/adams/little_pict7406.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/adams/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.451430,-84.515000 | ||||||||||||||||
| 185 | Adrian and Blissfield Railroad Bridge | An impressive deck truss buried in the woods. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. | 41.885970 | -83.969870 | Railroad (Adrian and Blissfield) | River Raisin | Rural | Lenawee County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Deck | Truss | Fixed | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | Unknown | 7 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/truss/adrianb/little_img_2335_small.jpg | https://historicbridges.org/truss/adrianb/little_img_2335.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/adrianb/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.885970,-83.969870 | ||||||||||
| 187 | Agate Falls Bridge | This magnificent arch bridge is the older and more ornate of two distinctive steel deck arch bridges in the Upper Penninsula. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal two-hinged Solid Ribbed deck arch, fixed. The bridge was primarily built by Meads and Anderson. The bridge was primarily designed by Michigan State Highway Department. | 46.479400 | -89.090750 | M-28 | Middle Branch Ontonagon River | Rural | Ontonagon County, Michigan | Michigan | United States | Metal | Solid Ribbed | Two-Hinged | Deck | Arch | Fixed | 0 | 1 | Concrete | Slab | Fixed | 0 | 2 | 1930 | 1992 | Meads and Anderson | Michigan State Highway Department | 7 | 8 | 150 | 45.72 | 193 | 58.83 | 32.2 | 9.81 | https://historicbridges.org/michigan/m28ontonagonriveragatefalls/little_m28ontonagonriveragatefalls_3781_small.jpg | https://historicbridges.org/michigan/m28ontonagonriveragatefalls/little_m28ontonagonriveragatefalls_3781.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m28ontonagonriveragatefalls/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.479400,-89.090750 | ||||||||||
| 188 | Agate Falls Railroad Bridge | This impressive high level bridge is one of the earliest bridges built by the prolific American Bridge Company. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 46.480640 | -89.090310 | Railroad (Bergland to Sidnaw Rail Trail / Trail 8) | Middle Branch Ontonagon River | Rural | Ontonagon County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | 1900 | 0 | American Bridge Company of New York, New York | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/agatefallsrr/little_ontonagonriveragatefallsrr_3476_small.jpg | https://historicbridges.org/michigan/agatefallsrr/little_ontonagonriveragatefallsrr_3476.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/agatefallsrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.480640,-89.090310 | ||||||||||||||||
| 189 | Aiken Street Bridge | Ouellette Bridge | This incredible bridge is the longest lenticular truss bridge in the country, and the one with the most spans. The technical description of the main or most noteworthy span of the bridge is a 155 ft (47.24 m) metal pin-connected Lenticular through truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. | 42.654444 | -71.316111 | Aiken Street | Merrimack River | Lowell | Middlesex County, Massachusetts | Massachusetts | United States | Metal | Lenticular | Pin-Connected | Through | Truss | Fixed | 11 | 5 | 0 | 0 | 1883 | 1998 | Berlin Iron Bridge Company of East Berlin, Connecticut | 9 | 10 | 155 | 47.24 | 780 | 237.74 | 29 | 8.84 | https://historicbridges.org/massachusetts/aiken/little_img_1939_small.jpg | https://historicbridges.org/massachusetts/aiken/little_img_1951.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/aiken/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.654444,-71.316111 | |||||||||||||
| 190 | Airline Road Bridge | This bridge is a highly unusual variation of standard bridge plans in use at the time. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) concrete continuous t-beam, fixed. The bridge was primarily built by Price Brothers Company of Lansing, Michigan. | 43.184380 | -86.223220 | Airline Road | Black Creek | Norton Shores | Muskegon County, Michigan | Michigan | United States | Concrete | T-Beam | Fixed | 0 | Continuous | 3 | 0 | 0 | 1931 | 0 | Price Brothers Company of Lansing, Michigan | 2 | 3 | 20 | 6.1 | 60 | 18.29 | 40 | 12.19 | https://historicbridges.org/michigan/airline/little_airline_rd_black_cr_24_small.jpg | https://historicbridges.org/michigan/airline/little_airline_rd_black_cr_24.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/airline/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.184380,-86.223220 | ||||||||||||||||
| 192 | Akerley Road Bridge | This small truss bridge has had columns added under the floorbeams, turning the bridge into a stringer. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal rivet-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. | 41.895750 | -80.487780 | Akerley Road (TR-883) | Ashtabula Creek | Akerly (Rural) | Erie County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Rivet-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1930 | 1988 | Unknown | 5 | 4 | 40 | 12.19 | 40 | 12.19 | 15.7 | 4.79 | https://historicbridges.org/pennsylvania/akerly/bkg_swpenn1567_small.jpg | https://historicbridges.org/pennsylvania/akerly/swpenn073907.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/akerly/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.895750,-80.487780 | ||||||||||||||
| 195 | Albion Main Street Bridge | Bridge E-200 | One of two lift bridges in Albion, this bridge carries a major road with significant traffic and is the only lift bridge on the canal altered with the addition of vertical members. The technical description of the main or most noteworthy span of the bridge is a 115.8 ft (35.3 m) metal rivet-connected Warren (No Verticals) pony truss, movable: vertical lift. The bridge was primarily built by Lackawanna Bridge Company of Buffalo, New York and I.M. Ludington's Sons Inc. of Rochester, New York. | 43.249080 | -78.193660 | Main Street (NY-98) | Erie Canal (New York State Barge Canal) | Albion | Orleans County, New York | New York | United States | Metal | Warren (No Verticals) | Rivet-Connected | Pony | Truss | Movable: Vertical Lift | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1914 | 1954 | Lackawanna Bridge Company of Buffalo, New York and I.M. Ludington's Sons Inc. of Rochester, New York | 8 | 7 | 115.8 | 35.3 | 132 | 40.23 | 18.7 | 5.7 | https://historicbridges.org/newyork/albionmain/little_img_3981_small.jpg | https://historicbridges.org/newyork/albionmain/little_img_3981.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/albionmain/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.249080,-78.193660 | ||||||||||
| 196 | ! | Albion Street Bridge | This 1930s bridge is unusual for having railings on its abutments, and unusual detailing on the concrete facing on the beams. The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.247710 | -84.762120 | Albion Street | Kalamazoo River | Albion | Calhoun County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1935 | 1976 | Unknown | 2 | 3 | 64 | 19.51 | 64 | 19.51 | 30 | 9.14 | https://historicbridges.org/concrete/albion2/bkg_concrete28_small.jpg | https://historicbridges.org/concrete/albion2/concrete063.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/albion2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.247710,-84.762120 | ||||||||||||||||
| 197 | Albright Bridge | Iowa Bridge Number 171910 | This bridge is among the longest pin-connected Pratt truss spans in the state. The technical description of the main or most noteworthy span of the bridge is a 156 ft (47.55 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by A. H. Austin of Webster City, Iowa. | 42.405400 | -93.809900 | Inkpaduta Avenue | Boone River | Rural | Hamilton County, Iowa | Iowa | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1907 | 0 | A. H. Austin of Webster City, Iowa | 7 | 8 | 156 | 47.55 | 207 | 63.09 | 15.7 | 4.79 | https://historicbridges.org/iowa/inkpaduta/little_dscf6003_small.jpg | https://historicbridges.org/iowa/inkpaduta/little_dscf6003.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/inkpaduta/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.405400,-93.809900 | ||||||||||
| 198 | Aldrich Change Bridge | One of the two oldest metal bridges in New York, and also one of two original Erie Canal bridges. The technical description of the main or most noteworthy span of the bridge is a 72.4 ft (22.07 m) metal (cast iron) pin-connected Parker pony truss, fixed. The bridge was primarily built by Mohawk and Hudson Iron Works of Waterford, New York (G.W. Eddy Foundry) and John Hutchinson of Troy, New York. The bridge was primarily designed by Squire Whipple. | 43.064110 | -77.247300 | Park Path | Park Land | Palmyra | Wayne County, New York | New York | United States | Metal (Cast Iron) | Parker | Pin-Connected | Pony | Truss | Fixed | 7 | 1 | 0 | 0 | 1858 | 0 | Mohawk and Hudson Iron Works of Waterford, New York (G.W. Eddy Foundry) and John Hutchinson of Troy, New York | Squire Whipple | 9 | 10 | 72.4 | 22.07 | 72.4 | 22.07 | 13.3 | 4.05 | https://historicbridges.org/newyork/aldrichchange/little_aldrich_change4_small.jpg | https://historicbridges.org/newyork/aldrichchange/little_img_3260.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/aldrichchange/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.064110,-77.247300 | |||||||||||||
| 199 | Alec Johnson Road Bridge | Johnson Road Bridge | This is a small pony truss that retains excellent historic integrity. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal rivet-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. | 46.231390 | -87.074440 | Alec Johnson Road (Johnson Road) | Whitefish River | Rural | Alger County, Michigan | Michigan | United States | Metal | Pratt | Rivet-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1910 | 0 | Unknown | 4 | 6 | 40 | 12.19 | 42 | 12.8 | 16 | 4.88 | https://historicbridges.org/michigan/johnson/little_alecjohnsonroad_1959_small.jpg | https://historicbridges.org/michigan/johnson/little_alecjohnsonroad_1959.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/johnson/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.231390,-87.074440 | |||||||||||||
| 200 | Alemany Boulevard Bridge | This is an unusual bridge with its curved, cantilevered concrete girders. The technical description of the main or most noteworthy span of the bridge is a 79 ft (24.08 m) concrete cantilever deck girder, fixed. The bridge was primarily built by Unknown. | 37.709740 | -122.471160 | Alemany Boulevard | CA-1 (Cabrillo Highway) | San Francisco | San Francisco County, California | California | United States | Concrete | Deck | Girder | Fixed | 0 | Cantilever | 12 | 0 | 0 | 1950 | 1966 | Unknown | 6 | 6 | 79 | 24.08 | 989 | 301.45 | 24.6 | 7.5 | https://historicbridges.org/california/alemany/little_day4_alemanyboulevardramp04772_small.jpg | https://historicbridges.org/california/alemany/little_day4_alemanyboulevardramp04772.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/alemany/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.709740,-122.471160 | |||||||||||||||
| 201 | Alexander Avenue Bridge | Charles H. Holcomb Bridge | This is a rare example of a rainbow arch, and has a short span with unusually tall arches. The technical description of the main or most noteworthy span of the bridge is a 38 ft (11.58 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Pacific States Construction Company. | 37.929970 | -122.532020 | Alexander Avenue | Railroad (Rail-Trail) | Larkspur | Marin County, California | California | United States | Concrete | Rainbow | Through | Arch | Fixed | 0 | 1 | Concrete | Slab | Fixed | 0 | 6 | 1925 | 0 | Pacific States Construction Company | 7 | 7 | 38 | 11.58 | 164 | 49.99 | 20.3 | 6.19 | https://historicbridges.org/california/alexanderavenue/little_day6_alexanderavenuebridge07624_5_6_fused_small.jpg | https://historicbridges.org/california/alexanderavenue/little_day6_alexanderavenuebridge07624_5_6_fused.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/alexanderavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.929970,-122.532020 | |||||||||||
| 202 | Alexander Hamilton Bridge | The youngest of three arch bridges on this section of river. The technical description of the main or most noteworthy span of the bridge is a 555 ft (169.16 m) metal Solid Ribbed deck arch, fixed. The bridge was primarily built by Unknown. | 40.845556 | -73.928333 | I-95 and US-1 | Harlem River | New York | The Bronx, New York and Manhattan, New York | New York | United States | Metal | Solid Ribbed | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1963 | 1975 | Unknown | 5 | 4 | 555 | 169.16 | 2375 | 723.9 | 96 | 29.26 | https://historicbridges.org/newyork/alexanderhamilton/little_pict7214_small.jpg | https://historicbridges.org/newyork/alexanderhamilton/little_pict7214.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/alexanderhamilton/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.845556,-73.928333 | |||||||||||||||
| 203 | ! | Alexandra Bridge (Pont Alexandra) | Interprovincial Bridge (Pont Interprovincial) | Located next to Parliament Hill, this beautiful bridge represents a significant engineering achievement as an early surviving large-scale cantilever truss bridge. The technical description of the main or most noteworthy span of the bridge is a 555.75 ft (169.39 m) metal cantilever pin-connected Pratt through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. | 45.430230 | -75.704410 | Saint Patrick Street and Murray Street (Boulevard des Allumettières) | Ottawa River (Rivière des Outaouais) | Ottawa and Gatineau | Ottawa City, Ontario and Outaouais, Québec | Ontario and Québec | Canada | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 18 | Cantilever | 3 | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 8 | 0 | 1900 | 2010 | Dominion Bridge Company of Montréal, Québec | 9 | 10 | 555.75 | 169.39 | 1857 | 566.01 | 62 | 18.9 | https://historicbridges.org/ontario/alexandra/little_p1050571_small.jpg | https://historicbridges.org/ontario/alexandra/little_p1050571.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/alexandra/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.430230,-75.704410 | |||||
| 204 | Alexandra Bridge | A late, yet uncommon and unaltered example of a steel deck arch bridge. The technical description of the main or most noteworthy span of the bridge is a metal two-hinged Solid Ribbed deck arch, fixed. The bridge was primarily built by General Construction Company. The bridge was primarily designed by A. B. Sanderson and Company. | 49.701560 | -121.409980 | TC-1 | Fraser River | Rural | Fraser Valley District, British Columbia | British Columbia | Canada | Metal | Solid Ribbed | Two-Hinged | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1964 | 0 | General Construction Company | A. B. Sanderson and Company | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/britishcolumbia/alexandra/little_4957725448_692eb64f65alexandrabridge_o_small.jpg | https://historicbridges.org/britishcolumbia/alexandra/little_4957725448_692eb64f65alexandrabridge_o.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/alexandra/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.701560,-121.409980 | |||||||||||||
| 206 | Allegan City Dam Bridge | This truss bridge serves to allow workers to acess the various parts of a small dam. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge and dam itself is fenced off and not open to the public. | 42.524910 | -85.845840 | Dam Access | Kalamazoo River | Allegan | Allegan County, Michigan | Michigan | United States | This bridge and dam itself is fenced off and not open to the public. | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/allegandam/little_brg_9921_small.jpg | https://historicbridges.org/michigan/allegandam/little_brg_9921.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/allegandam/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.524910,-85.845840 | |||||||||||||
| 207 | Allen Road Bridge | This is one of several small steel stringer bridges in this county that feature an unusual metal railing. The technical description of the main or most noteworthy span of the bridge is a 27 ft (8.23 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.685640 | -84.185310 | Allen Road | Wolf Creek | Rural | Ingham County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1968 | 0 | Unknown | 1 | 2 | 27 | 8.23 | 27 | 8.23 | 21.7 | 6.61 | https://historicbridges.org/michigan/allen/little_p1470168_small.jpg | https://historicbridges.org/michigan/allen/little_p1470168.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/allen/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.685640,-84.185310 | |||||||||||||||||
| 208 | Allerton Road Bridge | Jefferis Ford Bridge | This bridge is an interesting and early example of a riveted through truss. The technical description of the main or most noteworthy span of the bridge is a 95 ft (28.96 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 39.938860 | -75.636450 | Allerton Road | East Branch Brandywine Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1905 | 1990 | Unknown | 6 | 7 | 95 | 28.96 | 102 | 31.09 | 14.4 | 4.39 | https://historicbridges.org/pennsylvania/chester111allerton/little_bridge1111_small.jpg | https://historicbridges.org/pennsylvania/chester111allerton/little_bridge1111.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester111allerton/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.938860,-75.636450 | |||||||||||||
| 209 | Alley Ford Bridge | Franklin County Bridge 48 | This attractive, traditional bridge has been rehabilitated. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Jones and Bunzendahl of Connersville, Indiana. The bridge was primarily designed by John L. Stewart. | 39.409220 | -85.119350 | Pipe Creek Road | Pipe Creek | Rural | Franklin County, Indiana | Indiana | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1927 | 0 | Jones and Bunzendahl of Connersville, Indiana | John L. Stewart | 6 | 6 | 100 | 30.48 | 105 | 32 | 18 | 5.49 | https://historicbridges.org/indiana/pipecreekroad/little_071_small.jpg | https://historicbridges.org/indiana/pipecreekroad/little_071.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/pipecreekroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.409220,-85.119350 | ||||||||||||
| 210 | Alvord Lake Bridge | Kezar Drive Bridge | This small bridge has national significance as the oldest reinforced concrete bridge in the entire country! The technical description of the main or most noteworthy span of the bridge is a 29 ft (8.84 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Ernest L. Ransome of New York, New York. | 37.769090 | -122.454840 | Kezar Drive | Pedestrian Walkway | San Francisco | San Francisco County, California | California | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1889 | 0 | Unknown | Ernest L. Ransome of New York, New York | 10 | 10 | 29 | 8.84 | 0 | 0 | 64 | 19.51 | https://historicbridges.org/california/alvordlake/little_day4_alvordlakebridge04830_small.jpg | https://historicbridges.org/california/alvordlake/little_day4_alvordlakebridge04830.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/alvordlake/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.769090,-122.454840 | |||||||||||||
| 216 | Andrewsville Swing Bridge | Nicholsons Locks Bridge | This is an unusual, simple, and archaic swing design that remains in use, representing the early days of the canal. The technical description of the main or most noteworthy span of the bridge is a wood stringer (multi-beam), movable: swing, Center Bearing Bobtail. The bridge was primarily built by Unknown. | 44.951360 | -75.817440 | Andrewsville Road | Rideau Canal | Rural | Leeds and Grenville United Counties, Ontario | Ontario | Canada | Wood | Stringer (Multi-Beam) | Movable: Swing | Center Bearing Bobtail | 0 | 1 | 0 | 0 | 1971 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/andrewsvilleswing/little_andrewsvilleswing2543_small.jpg | https://historicbridges.org/ontario/andrewsvilleswing/little_andrewsvilleswing2543.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/andrewsvilleswing/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.951360,-75.817440 | |||||||||||||||
| 218 | Ann Arbor Railroad Bridge | Argo Bridge | This long bridge is a pattern book for plate girder bridges. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal deck girder, fixed. The bridge was primarily built by Unknown. | 42.290730 | -83.745870 | Railroad (Ann Arbor Railroad) | Huron River and US-23 BL | Ann Arbor | Washtenaw County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 8 | Metal | Through | Girder | Fixed | 0 | 2 | 1906 | 0 | Unknown | 2 | 4 | 110 | 33.53 | 714 | 217.63 | 14 | 4.27 | https://historicbridges.org/other/annarbor/AnnArborRR47_small.jpg | https://historicbridges.org/other/annarbor/AnnArborRR47.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/annarbor/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.290730,-83.745870 | |||||||||||
| 219 | Ann Arbor Road Bridge | This is an old concrete arch bridge that was built as a Federal Aid bridge. The technical description of the main or most noteworthy span of the bridge is a 76.8 ft (23.41 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by M. E. White Company of Chicago, Illinois. | 42.366140 | -83.408990 | Ann Arbor Road (Old M-14) | Middle River Rouge | Livonia | Wayne County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1925 | 0 | M. E. White Company of Chicago, Illinois | 3 | 5 | 76.8 | 23.41 | 76.8 | 23.41 | 28 | 8.53 | https://historicbridges.org/michigan/annarborroad/little_dscf5793_small.jpg | https://historicbridges.org/michigan/annarborroad/little_dscf5793.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/annarborroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.366140,-83.408990 | |||||||||||||||
| 220 | Angela Boulevard Bridge | Angela Avenue Bridge | This bridge is historically significant for documented association with Depression-era programs, the Public Works Administration. The technical description of the main or most noteworthy span of the bridge is a 79.7 ft (24.29 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by H. L. Maddocks Company. The bridge was primarily designed by William S. Moore. | 41.693280 | -86.263050 | Angela Boulevard | St. Joseph River | South Bend | St. Joseph County, Indiana | Indiana | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1940 | 2004 | H. L. Maddocks Company | William S. Moore | 6 | 5 | 79.7 | 24.29 | 257 | 78.33 | 39.7 | 12.1 | https://historicbridges.org/indiana/angela/little_pict4660_small.jpg | https://historicbridges.org/indiana/angela/little_pict4660.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/angela/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.693280,-86.263050 | |||||||||||||
| 221 | Anthony Wayne Bridge | High Level Bridge | This is a graceful landmark suspension bridge providing a beautiful centerpiece link for Toledo, and was built in 1931. The technical description of the main or most noteworthy span of the bridge is a 785 ft (239.27 m) metal through plate girder stiffening wire cable suspension, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Waddell and Hardesty of New York, New York. | 41.641070 | -83.533680 | OH-2 and OH-5 | Maumee River, Railroad, and Streets | Toledo | Lucas County, Ohio | Ohio | United States | Metal | Through Plate Girder Stiffening | Wire Cable | Suspension | Fixed | 0 | 3 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 0 | 25 | 1931 | 1961 | McClintic-Marshall Company of Pittsburgh, Pennsylvania | Waddell and Hardesty of New York, New York | 8 | 8 | 785 | 239.27 | 3215 | 979.93 | 54 | 16.46 | https://historicbridges.org/ohio/toledo/little_p1140138_small.jpg | https://historicbridges.org/ohio/toledo/little_p1140138.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/toledo/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.641070,-83.533680 | |||||||
| 225 | Apalachin Bridge | This attractive bridge has been well maintained and recently rehabilitated. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 42.062340 | -76.148860 | Main Street | Apalachin Creek | Apalachin | Tioga County, New York | New York | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1929 | 2002 | Unknown | 5 | 5 | 130 | 39.62 | 132 | 40.23 | 27.2 | 8.29 | https://historicbridges.org/newyork/apalachin/newyork1523_small.jpg | https://historicbridges.org/newyork/apalachin/newyork1523.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/apalachin/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.062340,-76.148860 | ||||||||||||||
| 226 | Apple Road Bridge | This is the oldest rainbow arch bridge in Minnesota and an early Marsh arch, but has been totally abandoned. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Marsh Engineering Company of Des Moines, Iowa. | 44.236820 | -94.361120 | Apple Road (Old Alignment) | Little Cottonwood River (Old Alignment) | Rural | Blue Earth County, Minnesota | Minnesota | United States | Concrete | Rainbow | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1911 | 0 | Marsh Engineering Company of Des Moines, Iowa | 8 | 8 | 60 | 18.29 | 0 | 0 | 19.2 | 5.85 | https://historicbridges.org/minnesota/appleroadmarsharch/little_appleroadmarsharch1758_small.jpg | https://historicbridges.org/minnesota/appleroadmarsharch/little_appleroadmarsharch1758.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/appleroadmarsharch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.236820,-94.361120 | |||||||||||||||
| 229 | L | Arlene Drive Bridge | This bridge is among the older of Michigan's steel stringer overpasses that still retains original railings. The technical description of the main or most noteworthy span of the bridge is a 56.8 ft (17.31 m) metal stringer (multi-beam), fixed. The bridge was primarily built by K. G. Marks. The bridge was primarily designed by Michigan State Highway Department. | 42.998800 | -83.749490 | Arlene Drive | I-75 | Flint | Genesee County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 0 | 0 | 1957 | 0 | K. G. Marks | Michigan State Highway Department | 1 | 3 | 56.8 | 17.31 | 187 | 57 | 26 | 7.92 | https://historicbridges.org/michigan/arlene/bkg_bridge094_small.jpg | https://historicbridges.org/michigan/arlene/bridge285.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/arlene/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.998800,-83.749490 | |||||||||||||||
| 230 | Arlington Avenue Railroad Bridge | This bridge is noted for its extreme skew that is accommodated with non-skewed spans. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 40.430620 | -80.001170 | Railroad (Penn Central) | Arlington Avenue | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 1 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/arlingtonrr/little_p1230373_4_5_fused_small.jpg | https://historicbridges.org/pennsylvania/arlingtonrr/little_p1230373_4_5_fused.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/arlingtonrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.430620,-80.001170 | ||||||||||
| 231 | Armour Saari Road Bridge | This bridge is a good example of work done by a company that was prolific in Michigan. The technical description of the main or most noteworthy span of the bridge is a 63 ft (19.2 m) metal bolt-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Joliet Bridge and Iron Company of Joliet, Illinois. | 46.196170 | -86.990780 | Armour Saari Road | Whitefish River | Rural | Alger County, Michigan | Michigan | United States | Metal | Double-Intersection Warren | Bolt-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1906 | 1938 | Joliet Bridge and Iron Company of Joliet, Illinois | 5 | 7 | 63 | 19.2 | 65 | 19.81 | 16 | 4.88 | https://historicbridges.org/michigan/armoursaari/little_armoursaariroad_1950_small.jpg | https://historicbridges.org/michigan/armoursaari/little_armoursaariroad_1950.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/armoursaari/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.196170,-86.990780 | ||||||||||||||
| 232 | Arrowsic Bridge | Max L. Wilder Memorial Bridge | This rare example of an arched cantilever truss is also significant as a substantial work designed by a noted state bridge engineer. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal cantilever (arched) rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Harris Structural Steel Company of New York, New York. The bridge was primarily designed by Max L. Wilder, Maine State Highway Commission. | 43.909230 | -69.800210 | Arrowsic Road (ME-127) | Sasanoa River | Rural | Sagadahoc County, Maine | Maine | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 0 | Cantilever (Arched) | 3 | 0 | 4 | 1950 | 1985 | Harris Structural Steel Company of New York, New York | Max L. Wilder, Maine State Highway Commission | 7 | 7 | 300 | 91.44 | 838 | 255.42 | 24 | 7.32 | https://historicbridges.org/maine/arrowsick_bath/little_p1490118_small.jpg | https://historicbridges.org/maine/arrowsick_bath/little_p1490118.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maine/arrowsick_bath/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.909230,-69.800210 | |||||||||||
| 235 | Ash Street Bridge | This unusual design t-beam bridge is one of the oldest of its structure type in Michigan. The technical description of the main or most noteworthy span of the bridge is a 29 ft (8.84 m) concrete t-beam, fixed. The bridge was primarily built by J. Morehouse. | 42.579200 | -84.447490 | Ash Street | Sycamore Creek | Mason | Ingham County, Michigan | Michigan | United States | Concrete | T-Beam | Fixed | 0 | 1 | 0 | 0 | 1918 | 0 | J. Morehouse | 3 | 5 | 29 | 8.84 | 29 | 8.84 | 36 | 10.97 | https://historicbridges.org/michigan/ash/little_pict6439_small.jpg | https://historicbridges.org/michigan/ash/little_pict6439.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/ash/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.579200,-84.447490 | |||||||||||||||||
| 236 | Ash Street Bridge | This is one of several old bridges along this canal. The technical description of the main or most noteworthy span of the bridge is a concrete t-beam, fixed. The bridge was primarily built by Unknown. | 44.095970 | -70.218250 | Ash Street (Pedestrian Walkway) | Main Canal | Lewiston | Androscoggin County, Maine | Maine | United States | Concrete | T-Beam | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 2 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/maine/lewistoncanal1/little_p1480458_small.jpg | https://historicbridges.org/maine/lewistoncanal1/little_p1480458.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maine/lewistoncanal1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.095970,-70.218250 | |||||||||||||||||
| 237 | Ash Road Bridge | This picturesque arch bridge is noteworthy for its association with an important engineer. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Rieth-Riley Construction Company of Goshen, Indiana. The bridge was primarily designed by William S. Moore. | 41.680120 | -86.061380 | Ash Road (IN-219) | St. Joseph River | Mishawaka and Elkhart | St. Joseph County, Indiana and Elkhart County, Indiana | Indiana | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1929 | 1994 | Rieth-Riley Construction Company of Goshen, Indiana | William S. Moore | 7 | 7 | 90 | 27.43 | 283.8 | 86.5 | 50 | 15.24 | https://historicbridges.org/indiana/ash/little_ashroad875_small.jpg | https://historicbridges.org/indiana/ash/little_ashroad875.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/ash/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.680120,-86.061380 | ||||||||||||||
| 238 | Ash Road Bridge | This little Queenpost pony truss has been altered. The technical description of the main or most noteworthy span of the bridge is a 42 ft (12.8 m) metal rivet-connected Queenpost pony truss, fixed. The bridge was primarily built by Nelson and Buchanan of Chambersburg, Pennsylvania. | 40.001890 | -80.416450 | Ash Road (TR-309) | Rocky Run | Rural | Washington County, Pennsylvania | Pennsylvania | United States | Metal | Queenpost | Rivet-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1903 | 0 | Nelson and Buchanan of Chambersburg, Pennsylvania | 5 | 4 | 42 | 12.8 | 44 | 13.41 | 10.2 | 3.11 | https://historicbridges.org/pennsylvania/ashroad/little_ashroad1811_small.jpg | https://historicbridges.org/pennsylvania/ashroad/little_ashroad1811.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/ashroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.001890,-80.416450 | ||||||||||||||
| 239 | Ashland Chicago and North Western Railroad Bridge | Bridge Number 1316 1/2 | This attractive stone arch bridge is literally falling to pieces. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 46.591100 | -90.870040 | Railroad (Abandoned Chicago and North Western) | Bay City Creek | Ashland | Ashland County, Wisconsin | Wisconsin | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1893 | 0 | Unknown | 3 | 5 | 20 | 6.1 | 0 | 0 | 0 | 0 | https://historicbridges.org/wisconsin/ashland/bkg_img_0638-172_small.jpg | https://historicbridges.org/wisconsin/ashland/IMG_0638.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/ashland/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.591100,-90.870040 | ||||||||||||||
| 240 | Ashtabula Bridge | This is one of the only surviving examples of a Brown type bascule bridge in the country, and it is in great condition! The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Polygonal Warren through truss, movable: bascule, Brown. The bridge was primarily built by Kelly-Atkinson Construction Company of Chicago, Illinois and Fort Pitt Bridge Works of Pittsburgh, Pennsylvania. The bridge was primarily designed by Wendell P. Brown of Cleveland, Ohio. | 41.900480 | -80.797530 | Bridge Street (OH-531) | Ashtabula River | Ashtabula | Ashtabula County, Ohio | Ohio | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Movable: Bascule | Brown | 8 | 1 | Concrete | Slab | Fixed | 0 | 2 | 1925 | 2008 | Kelly-Atkinson Construction Company of Chicago, Illinois and Fort Pitt Bridge Works of Pittsburgh, Pennsylvania | Wendell P. Brown of Cleveland, Ohio | 9 | 9 | 160 | 48.77 | 223 | 67.97 | 20 | 6.1 | https://historicbridges.org/ohio/ashtabulahighwaybascule/little_ashtabulahighwaybascule0671_small.jpg | https://historicbridges.org/ohio/ashtabulahighwaybascule/little_ashtabulahighwaybascule0671.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/ashtabulahighwaybascule/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.900480,-80.797530 | |||||||||
| 241 | Ashtabula Railroad Bridge | This is an extremely early example of a Strauss heel-trunnion bascule bridge. The technical description of the main or most noteworthy span of the bridge is a 159.4 ft (48.59 m) metal rivet-connected Warren through truss, movable: bascule, Heel Trunnion. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. | 41.891480 | -80.798590 | Railroad (Conrail) | Ashtabula River | Ashtabula | Ashtabula County, Ohio | Ohio | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Bascule | Heel Trunnion | 6 | 1 | Metal | Deck | Girder | Fixed | 0 | 0 | 1911 | 0 | Pennsylvania Steel Company of Steelton, Pennsylvania | Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois | 7 | 8 | 159.4 | 48.59 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/ashtabularrbascule/little_ashtabularrbascule0655_small.jpg | https://historicbridges.org/ohio/ashtabularrbascule/little_ashtabularrbascule0655.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/ashtabularrbascule/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.891480,-80.798590 | ||||||||
| 242 | Atlas Road Bridge | One of several representative examples of small scale bridge construction in the late 1920s and early 1930s in the county. The technical description of the main or most noteworthy span of the bridge is a 37.7 ft (11.49 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.963889 | -83.525833 | Atlas Road | Kearsley Creek | Rural | Genesee County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1929 | 0 | Unknown | 2 | 2 | 37.7 | 11.49 | 41 | 12.5 | 30 | 9.14 | https://historicbridges.org/michigan/atlas/little_dscf8144_small.jpg | https://historicbridges.org/michigan/atlas/little_dscf8144.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/atlas/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.963889,-83.525833 | |||||||||||||||||
| 243 | Deering Bridge | This is an impressive and extremely massive railroad truss bridge. The technical description of the main or most noteworthy span of the bridge is a 145 ft (44.2 m) metal rivet-connected Warren through truss, movable: single leaf bascule, Heel Trunnion. The bridge was primarily built by Kelly-Atkinson Construction Company of Chicago, Illinois. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. | 41.922400 | -87.670380 | Railroad (Metra Union Pacific North) | North Branch Chicago River | Chicago | Cook County, Illinois | Illinois | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Single Leaf Bascule | Heel Trunnion | 6 | 1 | 0 | 0 | 1916 | 0 | Kelly-Atkinson Construction Company of Chicago, Illinois | Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois | 9 | 7 | 145 | 44.2 | 186 | 56.69 | 0 | 0 | https://historicbridges.org/illinois/nchicago/little_dscf3464_small.jpg | https://historicbridges.org/illinois/nchicago/little_dscf3464.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/nchicago/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.922400,-87.670380 | ||||||||||||
| 244 | Ashland Avenue Sanitary and Ship Canal Bridge | This is among the widest Chicago bascule bridges, and is associated with Depression era funding programs. The technical description of the main or most noteworthy span of the bridge is a 225 ft (68.58 m) metal rivet-connected Pratt pony truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Ketler-Elliott Company of Chicago, Illinois. The bridge was primarily designed by City of Chicago. | 41.845280 | -87.665833 | Ashland Avenue | Chicago Sanitary and Ship Canal | Chicago | Cook County, Illinois | Illinois | United States | Metal | Pratt | Rivet-Connected | Pony | Truss | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 1938 | 0 | Ketler-Elliott Company of Chicago, Illinois | City of Chicago | 6 | 6 | 225 | 68.58 | 312 | 95.1 | 57 | 17.37 | https://historicbridges.org/illinois/ashland/little_p1190184_small.jpg | https://historicbridges.org/illinois/ashland/little_p1190184.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/ashland/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.845280,-87.665833 | |||||||||
| 245 | ! | Ashland Avenue North Branch Bridge | This graceful structure includes bridge tender buildings with symbolic depictions. The technical description of the main or most noteworthy span of the bridge is a 232 ft (70.71 m) metal rivet-connected Pratt pony truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Ketler-Elliott Company of Chicago, Illinois. The bridge was primarily designed by City of Chicago. | 41.922200 | -87.668490 | Ashland Avenue | North Branch Chicago River | Chicago | Cook County, Illinois | Illinois | United States | Metal | Pratt | Rivet-Connected | Pony | Truss | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 1936 | 1993 | Ketler-Elliott Company of Chicago, Illinois | City of Chicago | 8 | 7 | 232 | 70.71 | 386.5 | 117.81 | 60 | 18.29 | https://historicbridges.org/illinois/ashlandnorth/little_p1440845_small.jpg | https://historicbridges.org/illinois/ashlandnorth/little_p1440845.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/ashlandnorth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.922200,-87.668490 | ||||||||
| 246 | Ashland Avenue Calumet Sag Channel Bridge | This impressive through truss has an attractive visual complexity to its trusses. The technical description of the main or most noteworthy span of the bridge is a 250 ft (76.2 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 41.655020 | -87.660600 | Ashland Avenue | Calumet Sag Channel | Blue Island | Cook County, Illinois | Illinois | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | Pre-Stressed Concrete | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1932 | 1997 | Unknown | 6 | 6 | 250 | 76.2 | 378.3 | 115.31 | 44 | 13.41 | https://historicbridges.org/illinois/ashlandsag/little_p1180647_small.jpg | https://historicbridges.org/illinois/ashlandsag/little_p1180647.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/ashlandsag/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.655020,-87.660600 | |||||||||||
| 247 | Ashland Road Bridge | This is the earliest example of a bridge built by a noteworthy regional bridge builder. The technical description of the main or most noteworthy span of the bridge is a 103 ft (31.39 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by H. W. Sebastian and Company of St. Louis, Missouri (St. Louis Bridge and Iron Works). | 38.930370 | -92.313310 | Ashland Road | Hinkson Creek | Columbia | Boone County, Missouri | Missouri | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1888 | 0 | H. W. Sebastian and Company of St. Louis, Missouri (St. Louis Bridge and Iron Works) | 7 | 7 | 103 | 31.39 | 103 | 31.39 | 12 | 3.66 | https://historicbridges.org/missouri/ashland/little_dscf6059_small.jpg | https://historicbridges.org/missouri/ashland/little_dscf6059.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/ashland/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.930370,-92.313310 | ||||||||||||||
| 249 | ! | Atherton Bridge | One of two Post truss bridges in the country, this Phoenix Column pony truss should be restored. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) metal pin-connected Post through truss, fixed. The bridge was primarily built by J. H. Cofrode and Company of Philadelphia, Pennsylvania. | 42.444680 | -71.671920 | Bolton Road (Old Alignment) | Nashua River | Lancaster | Worcester County, Massachusetts | Massachusetts | United States | Metal | Post | Pin-Connected | Through | Truss | Fixed | 11 | 1 | 0 | 0 | 1870 | 1978 | J. H. Cofrode and Company of Philadelphia, Pennsylvania | 10 | 10 | 72 | 21.95 | 72 | 21.95 | 18.5 | 5.64 | https://historicbridges.org/massachusetts/atherton/little_pict6799_small.jpg | https://historicbridges.org/massachusetts/atherton/little_pict6836.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/atherton/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.444680,-71.671920 | |||||||||||||
| 251 | Auburn Street Bridge | This bridge creates an attractive crossing for a small town. The technical description of the main or most noteworthy span of the bridge is a 144 ft (43.89 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. | 41.613800 | -76.046780 | Auburn Street (PA-267) | Meshoppen Creek | Meshoppen | Wyoming County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | Concrete | T-Beam | Fixed | 0 | 2 | 1934 | 0 | Unknown | Pennsylvania State Highway Department | 5 | 5 | 144 | 43.89 | 214 | 65.23 | 23 | 7.01 | https://historicbridges.org/pennsylvania/meshoppen/bkg_newyork346_small.jpg | https://historicbridges.org/pennsylvania/meshoppen/newyork1009.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/meshoppen/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.613800,-76.046780 | ||||||||||
| 252 | Augusta Drive Bridge | Similar to the M-96 Bridge which is also in Augusta, this one lacks a center pier. The technical description of the main or most noteworthy span of the bridge is a 22 ft (6.71 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 42.336330 | -85.348080 | Augusta Drive | Augusta Creek | Augusta | Kalamazoo County, Michigan | Michigan | United States | Concrete | T-Beam | Fixed | 0 | 1 | 0 | 0 | 1930 | 1937 | Unknown | Michigan State Highway Department | 2 | 3 | 22 | 6.71 | 25 | 7.62 | 32.2 | 9.81 | https://historicbridges.org/concrete/augustadrive/bcphotos016_small.jpg | https://historicbridges.org/concrete/augustadrive/bcphotos012.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/augustadrive/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.336330,-85.348080 | ||||||||||||||||
| 254 | Aurora Fox River Railroad Bridge | A traditionally composed multi-span deck plate girder bridge resting on interesting piers. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal deck girder, fixed. The bridge was primarily built by Unknown. | 41.753770 | -88.321810 | Railroad (BNSF) | Fox River | Aurora | Kane County, Illinois | Illinois | United States | Metal | Deck | Girder | Fixed | 0 | 6 | 0 | 0 | 1900 | 0 | Unknown | 1 | 2 | 80 | 24.38 | 445 | 135.64 | 0 | 0 | https://historicbridges.org/illinois/aurorarrbridgenorth/little_p1450203_4_5_tonemapped_small.jpg | https://historicbridges.org/illinois/aurorarrbridgenorth/little_p1450203_4_5_tonemapped.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/aurorarrbridgenorth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.753770,-88.321810 | ||||||||||||||||
| 255 | Ausable Chasm Bridge | This steel arch bridge was designed to look attractive in its setting within the beautiful Ausable Chasm. The technical description of the main or most noteworthy span of the bridge is a 126 ft (38.4 m) metal three-hinged Solid Ribbed deck arch, fixed. The bridge was primarily built by Unknown. | 44.524770 | -73.463130 | US-9 | Ausable River | Ausable Chasm | Clinton County, New York and Essex County, New York | New York | United States | Metal | Solid Ribbed | Three-Hinged | Deck | Arch | Fixed | 0 | 1 | Concrete | Deck | Arch | Fixed | 0 | 2 | 1934 | 0 | Unknown | 7 | 6 | 126 | 38.4 | 411 | 125.27 | 30 | 9.14 | https://historicbridges.org/newyork/ausablechasm/little_p1070450_small.jpg | https://historicbridges.org/newyork/ausablechasm/little_p1070450.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ausablechasm/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.524770,-73.463130 | ||||||||||
| 257 | Austin Avenue Bridge | Funded with federal Depression era relief funds, this bridge is so wide driving under it is much like driving through a tunnel. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Overland Construction Company of Chicago, Illinois. The bridge was primarily designed by Arthur Engh. | 41.916430 | -87.775480 | Railroad (Soo Line, Metra Milwaukee District West) | Austin Avenue | Chicago | Cook County, Illinois | Illinois | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | Concrete | Slab | Fixed | 0 | 2 | 1939 | 0 | Overland Construction Company of Chicago, Illinois | Arthur Engh | 6 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/austin/little_p1290040_small.jpg | https://historicbridges.org/illinois/austin/little_p1290040.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/austin/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.916430,-87.775480 | |||||||||||||
| 258 | Au Train River Railroad Bridge | This is a small railroad arch bridge next to a highway arch bridge and a dam. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 46.332760 | -86.849980 | Railroad (Coalwood Trail Rail-Trail) | Au Train River | Rural | Alger County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1920 | 0 | Unknown | 2 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/lsi_autrain/little_2011august001_small.jpg | https://historicbridges.org/michigan/lsi_autrain/little_2011august001.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/lsi_autrain/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.332760,-86.849980 | |||||||||||||||
| 259 | Aux Sable Creek Aqueduct | Carrying water over water, this is an extremely unusual surviving historic bridge in the United States. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. | 41.396240 | -88.330290 | Illinois and Michigan Canal | Aux Sable Creek | Rural | Grundy County, Illinois | Illinois | United States | Metal | Through | Girder | Fixed | 0 | 3 | 0 | 0 | 1927 | 1948 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/auxsablecanal/little_dscf4370_small.jpg | https://historicbridges.org/illinois/auxsablecanal/little_dscf4370.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/auxsablecanal/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.396240,-88.330290 | ||||||||||||||||
| 260 | Avoca Bridge | A good example of sizable 1930s bridge construction in New York. The technical description of the main or most noteworthy span of the bridge is a 67 ft (20.42 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.411610 | -77.426830 | NY-415 | Cohocton River | Avoca | Steuben County, New York | New York | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 0 | 0 | 1938 | 0 | Unknown | 3 | 3 | 67 | 20.42 | 276 | 84.12 | 34.8 | 10.61 | https://historicbridges.org/newyork/avoca/bkg_newyork132_small.jpg | https://historicbridges.org/newyork/avoca/newyork0398.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/avoca/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.411610,-77.426830 | |||||||||||||||||
| 262 | Avon Railroad Bridge | Erie-Attica Bridge | This attractive and old skewed truss bridge is abandoned and missing its approach spans, but retains significance. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 42.922680 | -77.757300 | Railroad (Erie-Attica Rail-Trail, Former Erie Railroad) | Genesee River | Avon | Livingston County, New York | New York | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1906 | 0 | American Bridge Company of New York, New York | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/avon/little_avonupgrade44_small.jpg | https://historicbridges.org/newyork/avon/little_avonupgrade44.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/avon/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.922680,-77.757300 | |||||||||||||
| 263 | Avonmore Bridge | This bridge is not like other 1930s truss bridges in the state... all truss parts are rolled beams. The technical description of the main or most noteworthy span of the bridge is a 218 ft (66.45 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. | 40.534090 | -79.465610 | 6th Street (PA-156) | Kiskiminetas River | Avonmore | Armstrong County, Pennsylvania and Westmoreland County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 11 | 2 | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 5 | 2 | 1937 | 1985 | Unknown | Pennsylvania State Highway Department | 6 | 7 | 218 | 66.45 | 571 | 174.04 | 19 | 5.79 | https://historicbridges.org/pennsylvania/avonmore/bkg_swpenn0713_small.jpg | https://historicbridges.org/pennsylvania/avonmore/swpenn070120.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/avonmore/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.534090,-79.465610 | |||||||
| 266 | Babtist Church Road Bridge | One of several bridges in Chester County that combine traditional stone technology with period reinforced concrete and steel stringer technology. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) metal stringer (multi-beam), fixed. The bridge was primarily built by John Parker Corcoran Construction Company of West Chester, Pennsylvania. The bridge was primarily designed by Nathan R. Rambo. | 40.198120 | -75.591650 | Babtist Church Road (TR-499) | Pigeon Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1916 | 0 | John Parker Corcoran Construction Company of West Chester, Pennsylvania | Nathan R. Rambo | 2 | 1 | 30 | 9.14 | 35 | 10.67 | 20 | 6.1 | https://historicbridges.org/pennsylvania/bridge274parkerford/little_bridge274parkerford011_small.jpg | https://historicbridges.org/pennsylvania/bridge274parkerford/little_bridge274parkerford011.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge274parkerford/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.198120,-75.591650 | ||||||||||||||||
| 268 | Bach Driveway Bridge North | Bayport Road Driveway Bridge North | One of two tiny abandoned truss bridges within sight of each other. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio, Smith - Wynkoop and McGormley Agents. | 43.687800 | -83.354300 | Private Driveway (Abandoned) | Columbia Drain | Rural | Huron County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 2 | 1 | 0 | 0 | 0 | 0 | Massillon Bridge Company of Massillon, Ohio, Smith - Wynkoop and McGormley Agents | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/truss/bach2/little_pict8528_small.jpg | https://historicbridges.org/truss/bach2/little_pict8528.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/bach2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.687800,-83.354300 | |||||||||||||
| 269 | Bach Driveway Bridge South | Bayport Road Driveway Bridge South | One of two tiny abandoned truss bridges within sight of each other. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Toledo-Massillon Bridge Company of Toledo, Ohio Wynkoop and McGormley, Agents. | 43.686840 | -83.354280 | Private Driveway (Abandoned) | Columbia Drain | Rural | Huron County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 2 | 1 | 0 | 0 | 1905 | 0 | Toledo-Massillon Bridge Company of Toledo, Ohio Wynkoop and McGormley, Agents | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/truss/bach/little_pict8525_small.jpg | https://historicbridges.org/truss/bach/little_pict8525.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/bach/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.686840,-83.354280 | |||||||||||||
| 270 | Bacon Island Road Bridge | This privately owned bridge is a rare example of a highway truss swing bridge with pin connections. The technical description of the main or most noteworthy span of the bridge is a 204 ft (62.18 m) metal pin-connected Pratt through truss, movable: swing, Center Pier. The bridge was primarily built by Clark and Henery of Stockton, California. Special note about bridge location: This bridge is private property with a posted security guard. However, the road leading right up to the bridge appears to be public. | 38.004770 | -121.532000 | Bacon Island Road | Middle River | Rural | San Joaquin County, California | California | United States | This bridge is private property with a posted security guard. However, the road leading right up to the bridge appears to be public. | Metal | Pratt | Pin-Connected | Through | Truss | Movable: Swing | Center Pier | 0 | 1 | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 0 | 1905 | 0 | Clark and Henery of Stockton, California | 8 | 8 | 204 | 62.18 | 326 | 99.36 | 18 | 5.49 | https://historicbridges.org/california/baconislandroadbridge/little_day2_baconislandroadbridge00724_small.jpg | https://historicbridges.org/california/baconislandroadbridge/little_day2_baconislandroadbridge00724.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/baconislandroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.004770,-121.532000 | ||||||
| 271 | Bacon Island Railroad Bridge | BNSF - Bridge No. A-1135 | One of three extremely rare examples of the unusual patented Abt bascule type in California. The technical description of the main or most noteworthy span of the bridge is a metal through girder, movable: single leaf bascule, Abt. The bridge was primarily built by American Bridge Company of New York, New York. | 37.939850 | -121.533470 | Railroad (BNSF and Amtrak) | Middle River | Rural | San Joaquin County, California | California | United States | Metal | Through | Girder | Movable: Single Leaf Bascule | Abt | 0 | 1 | 0 | 0 | 1929 | 0 | American Bridge Company of New York, New York | 9 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/california/baconislandmiddleriverabt/little_day2_baconislandmiddleriverabt00681_small.jpg | https://historicbridges.org/california/baconislandmiddleriverabt/little_day2_baconislandmiddleriverabt00681.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/baconislandmiddleriverabt/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.939850,-121.533470 | ||||||||||||||
| 273 | Bailey Road Bridge and Norman Road Driveways | Tiny, simple bridges offer a glimpse into the past. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 43.082990 | -82.950510 | Various | Local Drains | Rural | St. Clair County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 2 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/beam/bailey/Bailey6_small.jpg | https://historicbridges.org/beam/bailey/Bailey6.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=beam/bailey/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.082990,-82.950510 | |||||||||||||||||
| 275 | Baldwin Road Bridge | A late and relatively long example of a concrete t-beam bridge in Michigan. The technical description of the main or most noteworthy span of the bridge is a 34.8 ft (10.61 m) concrete t-beam, fixed. The bridge was primarily built by Andrew T. Barnes of Cass City, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 43.556140 | -85.881010 | Baldwin Road | White River | Rural | Newaygo County, Michigan | Michigan | United States | Concrete | T-Beam | Fixed | 0 | 3 | 0 | 0 | 1958 | 0 | Andrew T. Barnes of Cass City, Michigan | Michigan State Highway Department | 1 | 2 | 34.8 | 10.61 | 105 | 32 | 24 | 7.32 | https://historicbridges.org/michigan/baldwin/little_baldwin_ave._15_small.jpg | https://historicbridges.org/michigan/baldwin/little_baldwin_ave._15.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/baldwin/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.556140,-85.881010 | ||||||||||||||||
| 277 | Ball Creek Road Bridges | These three identical tiny bridges on the same road crossing the same creek document small bridge construction in Michigan. The technical description of the main or most noteworthy span of the bridge is a 21 ft (6.4 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. Special note about bridge location: The maps shown here are for the central bridge. The coordinates for the western bridge are 43.221667, -85.760556 and the eastern bridge is at 43.216111, -85.748889 | 43.218890 | -85.754440 | Ball Creek Road | Ball Creek | Kent City | Kent County, Michigan | Michigan | United States | The maps shown here are for the central bridge. The coordinates for the western bridge are 43.221667, -85.760556 and the eastern bridge is at 43.216111, -85.748889 | Concrete | T-Beam | Fixed | 0 | 1 | 0 | 0 | 1925 | 0 | Unknown | 1 | 2 | 21 | 6.4 | 24 | 7.32 | 26 | 7.92 | https://historicbridges.org/michigan/ballcreekroad/little_center_ball_cr_bridge_10_small.jpg | https://historicbridges.org/michigan/ballcreekroad/little_center_ball_cr_bridge_10.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/ballcreekroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.218890,-85.754440 | ||||||||||||||||
| 280 | Balls Falls Bridge | This bridge is located where 6th Avenue passes through a park setting at a historic crossing right by a spectacular waterfall. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 43.133390 | -79.383410 | 6th Avenue | 20 Mile Creek | Rural | Niagara Region, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 72 | 21.95 | 72 | 21.95 | 0 | 0 | https://historicbridges.org/ontario/ballsfalls/bkg_bridge044_small.jpg | https://historicbridges.org/ontario/ballsfalls/bridge136.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/ballsfalls/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.133390,-79.383410 | ||||||||||||||
| 281 | Baltimore River Railroad Bridge | This plate girder with steel bents for support carries a former railroad line over a shallow river valley. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Lassig Bridge and Iron Works of Chicago, Illinois. | 46.534230 | -89.203930 | Railroad (Bergland to Sidnaw Rail Trail / Trail 8) | Baltimore River | Rural | Ontonagon County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 13 | 0 | 0 | 1899 | 0 | Lassig Bridge and Iron Works of Chicago, Illinois | 5 | 6 | 0 | 0 | 435 | 132.59 | 8 | 2.44 | https://historicbridges.org/michigan/baltimoreriverrrbridge/little_baltimoreriverrrbridge_4392_small.jpg | https://historicbridges.org/michigan/baltimoreriverrrbridge/little_baltimoreriverrrbridge_4392.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/baltimoreriverrrbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.534230,-89.203930 | ||||||||||||||||
| 283 | Bankhead Avenue Bridge | Although approach spans at one end have been removed, this bridge remains an impressive and locally significant bridge. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 33.773060 | -84.407150 | Bankhead Avenue | Railroad (Norfolk Southern and CSX) | Atlanta | Fulton County, Georgia | Georgia | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 0 | 1 | 0 | 0 | 1912 | 0 | Unknown | 5 | 7 | 100 | 30.48 | 370 | 112.78 | 30 | 9.14 | https://historicbridges.org/georgia/bankhead/little_dsc_3804_small.jpg | https://historicbridges.org/georgia/bankhead/little_dsc_3804.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=georgia/bankhead/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.773060,-84.407150 | ||||||||||||||
| 284 | Bank Street Bridge | This bridge is a large, early, and impressive example of a concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 76 ft (23.16 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Jones and Girouard of Ottawa, Ontario. | 45.396310 | -75.684540 | Bank Street | Rideau Canal | Ottawa | Ottawa City, Ontario | Ontario | Canada | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 6 | 0 | 0 | 1912 | 1993 | Jones and Girouard of Ottawa, Ontario | 8 | 7 | 76 | 23.16 | 630 | 192.02 | 40 | 12.19 | https://historicbridges.org/ontario/bank/little_p1050077_small.jpg | https://historicbridges.org/ontario/bank/little_p1050077.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/bank/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.396310,-75.684540 | |||||||||||||||
| 285 | Banning Railroad Bridge | One of the few examples of a K-Truss in Pennsylvania. The technical description of the main or most noteworthy span of the bridge is a 370 ft (112.78 m) metal rivet-connected K-Truss deck truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by A. N. Doud. | 40.123770 | -79.748060 | Railroad (Wheeling and Lake Erie) | Youghiogheny River | Rural (Banning) | Fayette County, Pennsylvania | Pennsylvania | United States | Metal | K-Truss | Rivet-Connected | Deck | Truss | Fixed | 0 | 1 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 0 | 0 | 1930 | 0 | American Bridge Company of New York, New York | A. N. Doud | 8 | 8 | 370 | 112.78 | 1582 | 482.19 | 0 | 0 | https://historicbridges.org/pennsylvania/banning/bkg_swpenn0900_small.jpg | https://historicbridges.org/pennsylvania/banning/swpenn071766.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/banning/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.123770,-79.748060 | |||||||
| 287 | Baltimore and Ohio Chicago Terminal Railroad Bridge | This mature example of a Strauss heel-trunnion bascule bridge has been abandoned in its raised position. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, movable: single leaf bascule, Heel Trunnion. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. | 41.861110 | -87.634980 | Railroad (Baltimore and Ohio Chicago Terminal) | South Branch Chicago River | Chicago | Cook County, Illinois | Illinois | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Single Leaf Bascule | Heel Trunnion | 0 | 1 | 0 | 0 | 1930 | 0 | American Bridge Company of New York, New York | Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois | 8 | 7 | 0 | 0 | 186 | 56.69 | 0 | 0 | https://historicbridges.org/illinois/sbrr2/little_dscf3106_small.jpg | https://historicbridges.org/illinois/sbrr2/little_dscf3106.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/sbrr2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.861110,-87.634980 | ||||||||||||
| 288 | Baltimore and Ohio Railroad Bridge #460 | This bridge is among the oldest in Cleveland and remains in use. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Warren through truss, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. | 41.479320 | -81.674390 | Railroad (CSX) | Cuyahoga River | Cleveland | Cuyahoga County, Ohio | Ohio | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Single Leaf Bascule | Rolling Lift | 0 | 1 | 0 | 0 | 1906 | 0 | American Bridge Company of New York, New York | Scherzer Rolling Lift Bridge Company of Chicago, Illinois | 7 | 7 | 160 | 48.77 | 205 | 62.48 | 0 | 0 | https://historicbridges.org/ohio/clevelandrr3/bkg_cleveland156_small.jpg | https://historicbridges.org/ohio/clevelandrr3/cleveland0281.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/clevelandrr3/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.479320,-81.674390 | ||||||||||||
| 289 | Baltimore and Ohio Railroad Bridge #463 | This bridge has been left standing for its historic and aesthetic values, but is otherwise abandoned. The technical description of the main or most noteworthy span of the bridge is a 231 ft (70.41 m) metal rivet-connected Warren through truss, movable: single leaf bascule, Heel Trunnion. The bridge was primarily built by American Bridge Company of New York, New York. | 41.495880 | -81.702810 | Railroad (Abandoned Baltimore and Ohio) | Cuyahoga River | Cleveland | Cuyahoga County, Ohio | Ohio | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Single Leaf Bascule | Heel Trunnion | 0 | 1 | 0 | 0 | 1956 | 0 | American Bridge Company of New York, New York | 5 | 6 | 231 | 70.41 | 255 | 77.72 | 22 | 6.71 | https://historicbridges.org/ohio/clevelandrr2/bkg_cleveland285_small.jpg | https://historicbridges.org/ohio/clevelandrr2/cleveland0646.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/clevelandrr2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.495880,-81.702810 | |||||||||||||
| 290 | Baltimore and Ohio Railroad Bridge #464 | This impressive structure is one of the most significant railroad bridges in Cleveland. The technical description of the main or most noteworthy span of the bridge is a 210 ft (64.01 m) metal rivet-connected Warren through truss, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. | 41.498220 | -81.707950 | Railroad (Abandoned Baltimore and Ohio) | Cuyahoga River | Cleveland | Cuyahoga County, Ohio | Ohio | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Single Leaf Bascule | Rolling Lift | 0 | 1 | 0 | 0 | 1907 | 0 | King Bridge Company of Cleveland, Ohio | Scherzer Rolling Lift Bridge Company of Chicago, Illinois | 7 | 8 | 210 | 64.01 | 334 | 101.8 | 0 | 0 | https://historicbridges.org/ohio/clevelandrr1/bkg_cleveland311_small.jpg | https://historicbridges.org/ohio/clevelandrr1/cleveland0752.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/clevelandrr1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.498220,-81.707950 | ||||||||||||
| 293 | Barbertown Road Bridge | Barberton Bridge | This rare pin-connected truss bridge has been left in place for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 92 ft (28.04 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 43.574410 | -79.693890 | Barbertown Road | Credit River | Mississauga | Peel Region, Ontario | Ontario | Canada | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 0 | 1 | 6 | 0 | 1898 | 0 | Unknown | 7 | 8 | 92 | 28.04 | 92 | 28.04 | 0 | 0 | https://historicbridges.org/ontario/barbertownbridge/little_p1590724_small.jpg | https://historicbridges.org/ontario/barbertownbridge/little_p1590724.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/barbertownbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.574410,-79.693890 | |||||||||||||
| 294 | Bardwells Ferry Bridge | This is a very old, large, and well-preserved example of a rare lenticular truss bridge. The technical description of the main or most noteworthy span of the bridge is a 198 ft (60.35 m) metal pin-connected Lenticular through truss, fixed. The bridge was primarily built by Corrugated Metal Company of East Berlin, Connecticut (Berlin Iron Bridge Company of East Berlin, Connecticut). | 42.555350 | -72.677840 | Bardwells Ferry Road | Deerfield River | Rural | Franklin County, Massachusetts | Massachusetts | United States | Metal | Lenticular | Pin-Connected | Through | Truss | Fixed | 13 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 1882 | 1995 | Corrugated Metal Company of East Berlin, Connecticut (Berlin Iron Bridge Company of East Berlin, Connecticut) | 9 | 10 | 198 | 60.35 | 230 | 70.1 | 14 | 4.27 | https://historicbridges.org/massachusetts/bardwellsferry/little_pict8471_small.jpg | https://historicbridges.org/massachusetts/bardwellsferry/little_img_2591.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/bardwellsferry/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.555350,-72.677840 | |||||||||||
| 296 | Barklay Boulevard Bridge | An abandoned former trunkline pony truss bridge with poor deck condition. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 43.003670 | -81.508690 | Barklay Boulevard (Old KH-22) | Sydenham River | Rural | Middlesex County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/truss/barklay/little_pict5945_small.jpg | https://historicbridges.org/truss/barklay/little_pict5945.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/barklay/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.003670,-81.508690 | ||||||||||||||
| 297 | Barry Avenue Underpass | Although one side is altered, this remains an attractive example of a historic Lake Shore Drive bridge that crosses a pedestrian walkway in Lincoln Park. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. | 41.938400 | -87.635980 | Lake Shore Drive (US-41) | Barry Avenue Pedestrian Walkway | Chicago | Cook County, Illinois | Illinois | United States | Concrete | Slab | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/barry/little_dscf2856_small.jpg | https://historicbridges.org/illinois/barry/little_dscf2856.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/barry/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.938400,-87.635980 | |||||||||||||||||
| 298 | Barry Road Beaver Creek Bridge | A small steel stringer bridge with attractive Michigan type R4 railing. The technical description of the main or most noteworthy span of the bridge is a 42 ft (12.8 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 43.372110 | -84.429850 | Barry Road | Beaver Creek | Rural | Gratiot County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1949 | 0 | Unknown | Michigan State Highway Department | 1 | 1 | 42 | 12.8 | 45 | 13.72 | 23 | 7.01 | https://historicbridges.org/michigan/barryroadnorth/little_p1360467_small.jpg | https://historicbridges.org/michigan/barryroadnorth/little_p1360467.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/barryroadnorth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.372110,-84.429850 | ||||||||||||||||
| 299 | Barry Road Shad Creek Bridge | A late example of a small scale t-beam bridge. The technical description of the main or most noteworthy span of the bridge is a 33.8 ft (10.3 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 43.294670 | -84.428990 | Barry Road | Shad Creek | Rural | Gratiot County, Michigan | Michigan | United States | Concrete | T-Beam | Fixed | 0 | 1 | 0 | 0 | 1957 | 0 | Unknown | Michigan State Highway Department | 1 | 1 | 33.8 | 10.3 | 34.8 | 10.61 | 23 | 7.01 | https://historicbridges.org/michigan/barryroadsouth/little_p1360443_small.jpg | https://historicbridges.org/michigan/barryroadsouth/little_p1360443.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/barryroadsouth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.294670,-84.428990 | ||||||||||||||||
| 301 | Bartlett Mills Bridge | A good representative example of a concrete t-beam in Maine. The technical description of the main or most noteworthy span of the bridge is a 36 ft (10.97 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. | 43.402800 | -70.526300 | US-1 (Portland Road) | Kennebunk River | Bartlett Mills | York County, Maine | Maine | United States | Concrete | T-Beam | Fixed | 0 | 2 | 0 | 0 | 1928 | 0 | Unknown | 2 | 2 | 36 | 10.97 | 76 | 23.16 | 40 | 12.19 | https://historicbridges.org/maine/bartlettmills/little_p1510087_small.jpg | https://historicbridges.org/maine/bartlettmills/little_p1510087.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maine/bartlettmills/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.402800,-70.526300 | |||||||||||||||||
| 302 | Barto Bridge | This small bridge has an attractive appearance and is historically significant for its early construction date. The technical description of the main or most noteworthy span of the bridge is a 82 ft (24.99 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Willauer and Company. | 40.396130 | -75.608340 | Old PA-100 (PA-2069) | West Branch Perkiomen Creek | Barto | Berks County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1908 | 0 | Willauer and Company | 6 | 7 | 82 | 24.99 | 82 | 24.99 | 20 | 6.1 | https://historicbridges.org/pennsylvania/barto_oldpa100/little_dscf0411_small.jpg | https://historicbridges.org/pennsylvania/barto_oldpa100/little_dscf0411.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/barto_oldpa100/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.396130,-75.608340 | |||||||||||||||
| 305 | ! | Keene Station Bridge | Base Line Bridge | This bridge is a good example of a heritage bridge built by a local bridge builder. The technical description of the main or most noteworthy span of the bridge is a 83 ft (25.3 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Dickson Bridge Works Company of Campbellford, Ontario. | 44.263810 | -78.165850 | Base Line | Indian River | Keene | Peterborough County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Dickson Bridge Works Company of Campbellford, Ontario | 6 | 6 | 83 | 25.3 | 83 | 25.3 | 0 | 0 | https://historicbridges.org/ontario/baseline/little_p1590059_small.jpg | https://historicbridges.org/ontario/baseline/little_p1590059.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/baseline/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.263810,-78.165850 | ||||||||||||
| 306 | Baseline Road Bridge | This tiny bridge has unusual yet attractive railings. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. | 42.260680 | -82.886760 | Baseline Road | Pike Creek Tributary | Rural | Essex County, Ontario | Ontario | Canada | Concrete | Slab | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 2 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/baseline_essex/little_p1430314_small.jpg | https://historicbridges.org/ontario/baseline_essex/little_p1430314.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/baseline_essex/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.260680,-82.886760 | |||||||||||||||||
| 307 | Base Line Road Bridge | Jackson County Bridge 189 | This bridge is a rare example of very small-scale truss construction and was relocated to antique tractor area of the Jackson County fairgrounds. The technical description of the main or most noteworthy span of the bridge is a 33.8 ft (10.3 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Lafayette Bridge Company of Lafayette, Indiana. | 38.867000 | -86.030980 | Fairgrounds Access | Unnamed Ditch | Rural | Jackson County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 2 | 1 | 0 | 0 | 1896 | 0 | Lafayette Bridge Company of Lafayette, Indiana | 6 | 6 | 33.8 | 10.3 | 36.7 | 11.19 | 15.4 | 4.69 | https://historicbridges.org/indiana/baseroad/little_dscf7290_small.jpg | https://historicbridges.org/indiana/baseroad/little_dscf7290.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/baseroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.867000,-86.030980 | |||||||||||||
| 308 | Batavia Railroad Bridge | This bridge is noteworthy for being built by an important bridge company. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. | 42.994620 | -78.191540 | Railroad (CSX) | Tonawanda Creek | Batavia | Genesee County, New York | New York | United States | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1900 | 0 | Phoenix Bridge Company of Phoenixville, Pennsylvania | 5 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/batavia/bkg_newyork019_small.jpg | https://historicbridges.org/newyork/batavia/newyork0028.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/batavia/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.994620,-78.191540 | ||||||||||||||
| 309 | Bath Railroad Bridge | This bizarre bridge has vertical endposts and a heavy skew. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Unknown. | 42.344730 | -77.341850 | Railroad (Livonia, Avon and Lakeville) | Cohocton River | Bath | Steuben County, New York | New York | United States | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/bathrr/little_img_6005_small.jpg | https://historicbridges.org/newyork/bathrr/little_img_6005.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/bathrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.344730,-77.341850 | ||||||||||||||
| 310 | Bath House Road Bridge | Technically a metal culvert, this handsome bridge is made to look like a stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) corrugated multi-plate Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 45.739760 | -87.048930 | Bath House Road | Marina Outlet | Escanaba | Delta County, Michigan | Michigan | United States | Corrugated Multi-Plate | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1934 | 0 | Unknown | 5 | 6 | 20 | 6.1 | 42 | 12.8 | 30.8 | 9.39 | https://historicbridges.org/michigan/escanabaaronsonislandbridge/little_escanabaaronsonislandbridge_1639_small.jpg | https://historicbridges.org/michigan/escanabaaronsonislandbridge/little_escanabaaronsonislandbridge_1639.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/escanabaaronsonislandbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.739760,-87.048930 | |||||||||||||||
| 311 | Bath Road Bridge | Clark Road Bridge | The only example of its kind in the county, this bridge is in good condition. The technical description of the main or most noteworthy span of the bridge is a 36.7 ft (11.19 m) concrete 40 Foot Plan curved chord through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 42.819160 | -84.356640 | Bath Road (Clark Road) | Looking Glass River | Rural | Shiawassee County, Michigan | Michigan | United States | Concrete | 40 Foot Plan | Curved Chord Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1925 | 0 | Unknown | Michigan State Highway Department | 7 | 7 | 36.7 | 11.19 | 41 | 12.5 | 23 | 7.01 | https://historicbridges.org/michigan/bath/little_dscf9764_small.jpg | https://historicbridges.org/michigan/bath/little_dscf9764.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/bath/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.819160,-84.356640 | |||||||||||||
| 312 | Bathurst Street Bridge | Sir Isaac Brock Bridge | This massive truss bridge and its series of approach spans have a somewhat complicated history. The technical description of the main or most noteworthy span of the bridge is a 205 ft (62.48 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 43.640350 | -79.401230 | Bathurst Street And TTC Streetcar | Railroad (Go, Canadian National) | Toronto | Toronto City, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | Metal | Through | Girder | Fixed | 0 | 8 | 1903 | 1931 | Unknown | 7 | 8 | 205 | 62.48 | 600 | 182.88 | 0 | 0 | https://historicbridges.org/ontario/bathurststreet/little_bathurststreet0159_small.jpg | https://historicbridges.org/ontario/bathurststreet/little_bathurststreet0159.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/bathurststreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.640350,-79.401230 | |||||||||
| 314 | Baxter Hill Road Bridge | This bridge is an early example of a truss bridge with riveted connections. The technical description of the main or most noteworthy span of the bridge is a 101.7 ft (31 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 42.246944 | -78.404444 | Baxter Mill Road (Baxter Hill Road) | Ischua Creek | Ischua | Cattaraugus County, New York | New York | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 4 | 1 | 0 | 0 | 1893 | 0 | Unknown | 7 | 7 | 101.7 | 31 | 105 | 32 | 13.5 | 4.11 | https://historicbridges.org/newyork/baxter/little_img_5447_small.jpg | https://historicbridges.org/newyork/baxter/little_img_5447.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/baxter/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.246944,-78.404444 | ||||||||||||||
| 315 | Bay City Railroad Bridge | One of two railroad swing bridges in Bay City. The technical description of the main or most noteworthy span of the bridge is a 245 ft (74.68 m) metal rivet-connected Pratt through truss, movable: swing, Center Pier. The bridge was primarily built by Unknown. | 43.605350 | -83.889680 | Railroad (Central Michigan Railroad) | Saginaw River | Bay City | Bay County, Michigan | Michigan | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Movable: Swing | Center Pier | 0 | 1 | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 3 | 1905 | 1925 | Unknown | 7 | 7 | 245 | 74.68 | 660 | 201.17 | 0 | 0 | https://historicbridges.org/truss/baycity/little_baycityswing_6580_small.jpg | https://historicbridges.org/truss/baycity/little_baycityswing_6580.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/baycity/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.605350,-83.889680 | |||||||
| 318 | Bayonne Bridge | This magnificent bridge held the record for longest arch span in the world for decades. The technical description of the main or most noteworthy span of the bridge is a 1675 ft (510.54 m) metal two-hinged Braced Ribbed through arch, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Othmar Ammann. | 40.642290 | -74.141830 | NY-440 and NJ-440 | Kill Van Kull and Various Streets | Bayonne and New York | Hudson County, New Jersey and Staten Island, New York | New Jersey and New York | United States | Metal | Braced Ribbed | Two-Hinged | Through | Arch | Fixed | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 72 | 1931 | 2014 | American Bridge Company of New York, New York | Othmar Ammann | 10 | 10 | 1675 | 510.54 | 6695 | 2040.64 | 40 | 12.19 | https://historicbridges.org/newjersey/bayonnebridge/little_bayonnebridge011335_small.jpg | https://historicbridges.org/newjersey/bayonnebridge/little_bayonnebridge011335.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/bayonnebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.642290,-74.141830 | |||||||||
| 319 | Bays Road Bridge | One of a few remaining examples of this attractive concrete bridge type in the county. The technical description of the main or most noteworthy span of the bridge is a 48 ft (14.63 m) concrete curved chord through girder, fixed. The bridge was primarily built by Unknown. | 41.269440 | -83.717970 | Bays Road | Middle Branch Portage River | Rural | Wood County, Ohio | Ohio | United States | Concrete | Curved Chord Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1928 | 0 | Unknown | 6 | 7 | 48 | 14.63 | 50 | 15.24 | 19.4 | 5.91 | https://historicbridges.org/ohio/baysroad/little_img_7019_small.jpg | https://historicbridges.org/ohio/baysroad/little_img_7019.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/baysroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.269440,-83.717970 | ||||||||||||||||
| 321 | Beach Road Bridge | A rare Whipple truss, built by an equally rare local bridge company, this bridge was relocated to a trail. The technical description of the main or most noteworthy span of the bridge is a 173 ft (52.73 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Columbus Bridge Company of Columbus, Ohio. | 40.116870 | -82.939150 | Westerville Bikeway | Alum Creek | Westerville | Franklin County, Ohio | Ohio | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 0 | 1 | 0 | 0 | 1888 | 0 | Columbus Bridge Company of Columbus, Ohio | 8 | 8 | 173 | 52.73 | 179 | 54.56 | 16 | 4.88 | https://historicbridges.org/ohio/westerville/little_img_6682_small.jpg | https://historicbridges.org/ohio/westerville/little_img_6682.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/westerville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.116870,-82.939150 | ||||||||||||||
| 322 | Bean Creek Private Bridge | An example of a once-common structure type that has become increasingly rare. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. | 41.824010 | -84.356790 | Private Trail | Bean Creek | Rural (Near Hudson) | Lenawee County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/hudsonprivate/bkg_hbmebridges382_small.jpg | https://historicbridges.org/michigan/hudsonprivate/hbmebridges1209.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/hudsonprivate/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.824010,-84.356790 | ||||||||||||||
| 323 | Bear Creek Bridge | Knox Road Bridge | A beautiful Warren pony truss in a hilly forest setting. The technical description of the main or most noteworthy span of the bridge is a 77 ft (23.47 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Farris Engineering (Bridge) Company of Pittsburgh, Pennsylvania. | 41.079250 | -79.691060 | Knox Road (TR-347, Donley Road, Jackson Avenue) | South Branch Bear Creek | Rural | Armstrong County, Pennsylvania and Butler County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 8 | 1 | 0 | 0 | 1913 | 1982 | Farris Engineering (Bridge) Company of Pittsburgh, Pennsylvania | 5 | 6 | 77 | 23.47 | 83 | 25.3 | 17.7 | 5.39 | https://historicbridges.org/pennsylvania/knox/little_pict8507_small.jpg | https://historicbridges.org/pennsylvania/knox/little_pict8507.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/knox/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.079250,-79.691060 | |||||||||||||
| 324 | Beardsley Avenue Bridge | This tiny structure is more culvert than bridge yet is adorned like a bridge in a way that would never be done today. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Elkhart Bridge and Iron Company of Elkhart, Indiana. | 41.697550 | -85.957740 | Beardsley Avenue | Osolo Township Ditch | Elkhart | Elkhart County, Indiana | Indiana | United States | Concrete | Slab | Fixed | 0 | 1 | 0 | 0 | 1926 | 0 | Elkhart Bridge and Iron Company of Elkhart, Indiana | 2 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/indiana/beardsley/little_pict4862_small.jpg | https://historicbridges.org/indiana/beardsley/little_pict4862.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/beardsley/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.697550,-85.957740 | |||||||||||||||||
| 326 | Beatty Road Bridge | This riveted truss bridge is closed to traffic but retains good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 124 ft (37.8 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 40.483400 | -82.934760 | Beatty Road (CR-149) | Whetstone Creek | Rural | Morrow County, Ohio | Ohio | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1915 | 1996 | Unknown | 6 | 5 | 124 | 37.8 | 127 | 38.71 | 15.4 | 4.69 | https://historicbridges.org/ohio/beatty5930529/little_beatty5930529_1110_small.jpg | https://historicbridges.org/ohio/beatty5930529/little_beatty5930529_1110.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/beatty5930529/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.483400,-82.934760 | ||||||||||||||
| 327 | Beatty Railroad Overpass | An attractive and traditional stone arch railroad overpass. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 40.301230 | -79.418920 | Railroad (Norfolk Southern) | Auction Barn Road | Rural | Westmoreland County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/beatty/bkg_swpenn1169_small.jpg | https://historicbridges.org/pennsylvania/beatty/swpenn072577.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/beatty/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.301230,-79.418920 | |||||||||||||||
| 330 | Beaver Creek Bridge | This is an abandoned bridge just off the main highway in the area. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Worden-Allen Company of Milwaukee, Wisconsin. | 44.075980 | -91.361300 | Abandoned Road | Beaver Creek | Near Galesville | Trempealeau County, Wisconsin | Wisconsin | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Worden-Allen Company of Milwaukee, Wisconsin | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/wisconsin/beavercreek/little_beavercreek6654_small.jpg | https://historicbridges.org/wisconsin/beavercreek/little_beavercreek6654.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/beavercreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.075980,-91.361300 | ||||||||||||||
| 332 | Beaver Road Bridge | In good condition, this is the last concrete camelback bridge in Bay County. The technical description of the main or most noteworthy span of the bridge is a 53.8 ft (16.4 m) concrete 60 Foot Plan curved chord through girder, fixed. The bridge was primarily built by Miller and Whyte. The bridge was primarily designed by Michigan State Highway Department. | 43.667340 | -83.970140 | Beaver Road | North Branch Kawkawlin River | Rural | Bay County, Michigan | Michigan | United States | Concrete | 60 Foot Plan | Curved Chord Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1928 | 0 | Miller and Whyte | Michigan State Highway Department | 7 | 7 | 53.8 | 16.4 | 60 | 18.29 | 22 | 6.71 | https://historicbridges.org/michigan/beaverroad/little_beaverroad_6211_small.jpg | https://historicbridges.org/michigan/beaverroad/little_beaverroad_6211.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/beaverroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.667340,-83.970140 | ||||||||||||||
| 334 | Beckwith Street Bridge | Hiding under a modern deck that cantilevers off the original bridge is a beautiful two span stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 44.898540 | -76.020990 | Beckwith Street (KH-15) | Rideau River | Smiths Falls | Lanark County, Ontario | Ontario | Canada | Stone | Segmental | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/smithsfallsbeckwith/little_smithsfallsbeckwith2723_4_5_fused_small.jpg | https://historicbridges.org/ontario/smithsfallsbeckwith/little_smithsfallsbeckwith2723_4_5_fused.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/smithsfallsbeckwith/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.898540,-76.020990 | |||||||||||||||
| 335 | Belding Bridge | Veterans Memorial Bridge | This is a good example of a cantilevered deck plate girder, and it was rehabilitated by MDOT! The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal Variable Depth deck girder, fixed. The bridge was primarily built by L. A. Davidson of Saginaw, Michigan. | 43.088880 | -85.235200 | M-44 / M-91 (Belding Road / State Street) | Flat River / Mid-Michigan Railroad | Belding | Ionia County, Michigan | Michigan | United States | Metal | Variable Depth | Deck | Girder | Fixed | 0 | 4 | 0 | 0 | 1950 | 1998 | L. A. Davidson of Saginaw, Michigan | 3 | 6 | 130 | 39.62 | 414 | 126.19 | 28 | 8.53 | https://historicbridges.org/other/belding/little_dscf6900_small.jpg | https://historicbridges.org/other/belding/little_dscf6873.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/belding/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.088880,-85.235200 | ||||||||||||||
| 336 | Beach Road Bridge | This rare bridge was severely altered as part of a so-called preservation project. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 42.361380 | -76.594040 | Beach Road | West Branch Cayuga Inlet | Newfield | Tompkins County, New York | New York | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 1873 | 2003 | King Bridge Company of Cleveland, Ohio | 9 | 9 | 60 | 18.29 | 60 | 18.29 | 12 | 3.66 | https://historicbridges.org/newyork/newfield/bkg_newyork735_small.jpg | https://historicbridges.org/newyork/newfield/newyork2153.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/newfield/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.361380,-76.594040 | ||||||||||||||
| 337 | Beachville Bridge | A good, well-maintained example of a provincial standard plan pony truss in Ontario. The technical description of the main or most noteworthy span of the bridge is a 95 ft (28.96 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. | 43.092550 | -80.833090 | Zorra Line | South Branch Thames River | Beachville | Oxford County, Ontario | Ontario | Canada | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 6 | 95 | 28.96 | 95 | 28.96 | 0 | 0 | https://historicbridges.org/ontario/beachville/little_p1040108_small.jpg | https://historicbridges.org/ontario/beachville/little_p1040108.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/beachville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.092550,-80.833090 | ||||||||||||||
| 338 | Beckman Bridge | This long abandoned bridge is a rare surviving example of a bridge built by the Continental Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 96 ft (29.26 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Continental Bridge Company of Chicago and Peotone, Illinois. | 46.801070 | -88.678980 | County Line Road | West Branch Sturgeon River | Rural | Baraga County, Michigan and Houghton County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | Continental Bridge Company of Chicago and Peotone, Illinois | 7 | 7 | 96 | 29.26 | 136 | 41.45 | 16 | 4.88 | https://historicbridges.org/michigan/beckman/little_100_0831_small.jpg | https://historicbridges.org/michigan/beckman/little_100_0831.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/beckman/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.801070,-88.678980 | |||||||||||
| 339 | L | Beecher Road Bridge | This relatively old skewed expressway overpass is rare for its defined curve, wide deck width, and original railings. The technical description of the main or most noteworthy span of the bridge is a 93 ft (28.35 m) metal pin and hanger stringer (multi-beam), fixed. The bridge was primarily built by Loselle Construction Company. The bridge was primarily designed by Michigan State Highway Department. | 43.017020 | -83.748360 | Beecher Road | I-75 | Flint | Genesee County, Michigan | Michigan | United States | Metal | Pin and Hanger | Stringer (Multi-Beam) | Fixed | 0 | 4 | 0 | 0 | 1958 | 0 | Loselle Construction Company | Michigan State Highway Department | 1 | 3 | 93 | 28.35 | 288 | 87.78 | 48 | 14.63 | https://historicbridges.org/michigan/beecher/bkg_bridge086_small.jpg | https://historicbridges.org/michigan/beecher/bridge257.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/beecher/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.017020,-83.748360 | ||||||||||||||
| 342 | Bellefountain Bridge | Iowa Bridge Number 34955 | One of several large and significant multi-span pin-connected truss bridges on this section of river. The technical description of the main or most noteworthy span of the bridge is a 145 ft (44.2 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Clinton Bridge and Iron Works of Clinton, Iowa. | 41.281900 | -92.860140 | Jefferson Street | Des Moines River | Near Tracy | Mahaska County, Iowa | Iowa | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 9 | 6 | 0 | 0 | 1898 | 0 | Clinton Bridge and Iron Works of Clinton, Iowa | 8 | 8 | 145 | 44.2 | 595.2 | 181.42 | 16.1 | 4.91 | https://historicbridges.org/iowa/jefferson/little_dscf6062_small.jpg | https://historicbridges.org/iowa/jefferson/little_dscf6062.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/jefferson/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.281900,-92.860140 | |||||||||||||
| 344 | Bellaire Bridge | M-88 Bridge | A classic example of an attractive Michigan steel stringer design. The technical description of the main or most noteworthy span of the bridge is a 59.7 ft (18.2 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by L. W. Lamb Company of Jackson, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 44.978780 | -85.210180 | Bridge Street (M-88) | Intermediate River | Bellaire | Antrim County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1931 | 0 | L. W. Lamb Company of Jackson, Michigan | Michigan State Highway Department | 2 | 6 | 59.7 | 18.2 | 59.7 | 18.2 | 40 | 12.19 | https://historicbridges.org/michigan/bellaire/little_dscf4585_small.jpg | https://historicbridges.org/michigan/bellaire/little_dscf4585.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/bellaire/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.978780,-85.210180 | |||||||||||||||
| 345 | Benicia - Martinez Bridge | George Miller Jr. Memorial Bridge | This bridge is a late, but very long example of a continuous deck truss. The technical description of the main or most noteworthy span of the bridge is a 528 ft (160.93 m) metal bolt-connected Warren deck truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 38.041720 | -122.123590 | I-680 Southbound | Carquinez Strait (Suisun Bay), Bayshore Road, and Railroad | Martinez and Benicia | Contra Costa County, California and Solano County, California | California | United States | Metal | Warren | Bolt-Connected | Deck | Truss | Fixed | 10 | 10 | Metal | Stringer (Multi-Beam) | 0 | 8 | 1962 | 1991 | American Bridge Company of New York, New York | 6 | 6 | 528 | 160.93 | 6215 | 1894.33 | 60.7 | 18.5 | https://historicbridges.org/california/martinez/little_day4_martinezbridge05467_small.jpg | https://historicbridges.org/california/martinez/little_day4_martinezbridge05467.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/martinez/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.041720,-122.123590 | |||||||||||
| 347 | Benwood Bridge | Bellaire Railroad Bridge, Great Stone Viaduct | An impressive structure that also features a very long 1872 stone arch approach system known as the Great Stone Viaduct. The technical description of the main or most noteworthy span of the bridge is a 347.9 ft (106.04 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois). | 40.011890 | -80.739730 | Railroad (Baltimore and Ohio) | Ohio River | Bellaire and Benwood | Belmont County, Ohio and Marshall County, West Virginia | Ohio and West Virginia | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 11 | 6 | Stone | Semicircular | Deck | Arch | Fixed | 0 | 0 | 1905 | 0 | American Bridge Company of New York, New York | John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois) | 7 | 8 | 347.9 | 106.04 | 5808 | 1770.28 | 0 | 0 | https://historicbridges.org/ohio/bellairerailroad/bkg_swpenn0552_small.jpg | https://historicbridges.org/ohio/bellairerailroad/swpenn070708b.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/bellairerailroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.011890,-80.739730 | |||||||
| 348 | Bellville Bridge | This bridge is noted for its vertical end posts and aesthetic design. The technical description of the main or most noteworthy span of the bridge is a 138 ft (42.06 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Mount Vernon Bridge Company of Mount Vernon, Ohio. The bridge was primarily designed by Ohio State Highway Department. | 40.623150 | -82.511290 | OH-13 and OH-97 (Main Street, Riverside Drive) | Clear Fork Mohican River | Bellville | Richland County, Ohio | Ohio | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1937 | 1999 | Mount Vernon Bridge Company of Mount Vernon, Ohio | Ohio State Highway Department | 6 | 7 | 138 | 42.06 | 146 | 44.5 | 30 | 9.14 | https://historicbridges.org/ohio/bellville/little_img_6662_small.jpg | https://historicbridges.org/ohio/bellville/little_img_6662.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/bellville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.623150,-82.511290 | |||||||||||||
| 352 | Casino Way Bridge Railings | Although the superstructure has been replaced, the ornate railings and plaques from a former bridge were reused here. The technical description of the main or most noteworthy span of the bridge is a non-historic, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 42.334700 | -82.994120 | Casino Way | Canoe Stream | Detroit | Wayne County, Michigan | Michigan | United States | Non-Historic | Fixed | 0 | 1 | 0 | 0 | 1893 | 0 | King Bridge Company of Cleveland, Ohio | 1 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/beam/bellecasino/dscf7637_small.jpg | https://historicbridges.org/beam/bellecasino/little_dscf7637.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=beam/bellecasino/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.334700,-82.994120 | ||||||||||||||||||
| 354 | Belle River Railroad Bridge | A good example of 1920s plate girder construction. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 42.844260 | -82.710740 | Railroad (Canadian National) | Belle River | Rural | St. Clair County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1927 | 0 | American Bridge Company of New York, New York | 1 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/other/bellerr/PICT4600_small.jpg | https://historicbridges.org/other/bellerr/PICT4600.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/bellerr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.844260,-82.710740 | |||||||||||||
| 355 | Belle River Railroad Bridge | A pretty little stone arch bridge is a rare survivor in a county filled with historic bridge demolition. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 43.026880 | -83.086920 | Railroad (Polly Ann Rail-Trail) | Belle River | Rural | Lapeer County, Michigan | Michigan | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/other/archrr/IMG_0162_small.jpg | https://historicbridges.org/other/archrr/IMG_0201.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/archrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.026880,-83.086920 | |||||||||||||||
| 356 | Belleville Bridge | One of two beautifully restored, rare multi-span rainbow arch bridges in Belleville. The technical description of the main or most noteworthy span of the bridge is a 113 ft (34.44 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Holdcroft Construction Company of Kingston, Ontario. The bridge was primarily designed by A. B. Crealock. | 44.163370 | -77.385150 | Bridge Street | Moira River | Belleville | Hastings County, Ontario | Ontario | Canada | Concrete | Rainbow | Through | Arch | Fixed | 0 | 2 | 0 | 0 | 1930 | 0 | Holdcroft Construction Company of Kingston, Ontario | A. B. Crealock | 7 | 7 | 113 | 34.44 | 220 | 67.06 | 0 | 0 | https://historicbridges.org/ontario/bellevillesouth/little_p1040832_small.jpg | https://historicbridges.org/ontario/bellevillesouth/little_p1040832.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/bellevillesouth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.163370,-77.385150 | ||||||||||||||
| 357 | Bell Avenue Bridge | An uncommon New Jersey example of a bridge built by the prominent Groton Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 83 ft (25.3 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. | 40.706910 | -74.943330 | Bell Avenue | Spruce Run River | Glen Gardner | Hunterdon County, New Jersey | New Jersey | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1896 | 1992 | Groton Bridge Company of Groton, New York | 5 | 7 | 83 | 25.3 | 84 | 25.6 | 15.7 | 4.79 | https://historicbridges.org/newjersey/bell/little_pict4920_small.jpg | https://historicbridges.org/newjersey/bell/little_pict4920.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/bell/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.706910,-74.943330 | ||||||||||||||
| 360 | Lost Bridge | Dearborn County Bridge 15, Ohio County Bridge 29 | This bridge may be so named because anyone who has discovered this awe-inspiring bridge in the middle of nowhere was lost! The technical description of the main or most noteworthy span of the bridge is a 141.7 ft (43.19 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Oregonia Bridge Company of Lebanon, Ohio. | 38.937000 | -85.098830 | Belles Branch Road | Laughery Creek | Rural | Dearborn County, Indiana and Ohio County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1916 | 2009 | Oregonia Bridge Company of Lebanon, Ohio | 7 | 7 | 141.7 | 43.19 | 147 | 44.81 | 16.7 | 5.09 | https://historicbridges.org/truss/bellesbranch/little_lostbridge4163_small.jpg | https://historicbridges.org/truss/bellesbranch/little_lostbridge4163.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/bellesbranch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.937000,-85.098830 | |||||||||||||
| 362 | Bellevue Valley Railway Bridge | An impressive trestle style multi-span plate girder with attractive steel bent supports. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. | 46.705870 | -84.224170 | Railroad (Algoma Central, Canadian National) | Bellevue Valley | Rural | Algoma District, Ontario | Ontario | Canada | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | 1915 | 0 | Unknown | 4 | 6 | 0 | 0 | 810 | 246.89 | 0 | 0 | https://historicbridges.org/other/bellevue/little_pict3649_small.jpg | https://historicbridges.org/other/bellevue/little_pict3497.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/bellevue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.705870,-84.224170 | ||||||||||||||||
| 363 | Belmont Avenue Overpass | This bridge is quite different in design and appearance from other historic overpasses on Lake Shore Drive. The technical description of the main or most noteworthy span of the bridge is a 66 ft (20.12 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. | 41.940450 | -87.638310 | Lake Shore Drive (US-41) | Belmont Avenue | Chicago | Cook County, Illinois | Illinois | United States | Concrete | T-Beam | Fixed | 0 | 1 | 0 | 0 | 1940 | 0 | Unknown | 4 | 6 | 66 | 20.12 | 70 | 21.34 | 100 | 30.48 | https://historicbridges.org/illinois/belmont/little_dscf2911_small.jpg | https://historicbridges.org/illinois/belmont/little_dscf2911.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/belmont/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.940450,-87.638310 | |||||||||||||||||
| 365 | Benjamin Avenue Railroad Overpass | A skewed variation of one of twelve similar railroad over highway bridges in the county, also with different design details. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by A. Guthrie and Company of St. Paul, Minnesota. | 42.522500 | -83.174722 | Railroad (CN) | Benjamin Avenue | Royal Oak | Oakland County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 2 | 1930 | 0 | A. Guthrie and Company of St. Paul, Minnesota | 2 | 5 | 30 | 9.14 | 82 | 24.99 | 0 | 0 | https://historicbridges.org/michigan/oakland_benjamin/little_pict2140_small.jpg | https://historicbridges.org/michigan/oakland_benjamin/little_pict2140.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/oakland_benjamin/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.522500,-83.174722 | |||||||||||||||||
| 368 | Bennett Road Culvert | This is a small stone culvert. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 40.531120 | -82.866620 | Bennett Road (TR-129) | Pugh Ditch | Rural | Morrow County, Ohio | Ohio | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 2 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/bennett_stone/little_bennett_stone_1355_small.jpg | https://historicbridges.org/ohio/bennett_stone/little_bennett_stone_1355.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/bennett_stone/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.531120,-82.866620 | |||||||||||||||
| 369 | Bennies Hill Road Bridge | This extremely significant bridge documents the unique designs of its builder very well. The technical description of the main or most noteworthy span of the bridge is a 94.2 ft (28.71 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 39.409640 | -77.569610 | Bennies Hill Road | Catoctin Creek | Rural | Frederick County, Maryland | Maryland | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Pony | Truss | Fixed | 10 | 1 | 0 | 0 | 1879 | 2009 | King Bridge Company of Cleveland, Ohio | 9 | 9 | 94.2 | 28.71 | 94.2 | 28.71 | 13 | 3.96 | https://historicbridges.org/maryland/bennieshill/little_pict3654_small.jpg | https://historicbridges.org/maryland/bennieshill/little_pict3677.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/bennieshill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.409640,-77.569610 | ||||||||||||||
| 370 | Bennington Road Bridge | This is a good example of a small-scale 1920s bridge in Michigan, featuring the typical railing of the period. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.934770 | -84.273420 | Bennington Road | Bear Creek | Rural | Shiawassee County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1925 | 0 | Unknown | 1 | 1 | 24 | 7.32 | 27 | 8.23 | 23 | 7.01 | https://historicbridges.org/michigan/bennington/little_p1350394_small.jpg | https://historicbridges.org/michigan/bennington/little_p1350394.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/bennington/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.934770,-84.273420 | |||||||||||||||||
| 373 | Benton E. Day Bridge | This bridge retains good integrity and offers both questions and answers about standard bridge designs in Indiana. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) metal continuous stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 38.060760 | -87.097250 | IN-62 (CR-1200) | Little Pigeon Creek | Rural | Spencer County, Indiana and Warrick County, Indiana | Indiana | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | Continuous | 3 | Concrete | T-Beam | Fixed | 0 | 2 | 1955 | 1985 | Unknown | 1 | 3 | 65 | 19.81 | 257 | 78.33 | 28 | 8.53 | https://historicbridges.org/indiana/sr62pigeon/little_dscf6012_small.jpg | https://historicbridges.org/indiana/sr62pigeon/little_dscf6012.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/sr62pigeon/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.060760,-87.097250 | |||||||||||||
| 374 | Benton Road Bridge | This traditionally composed riveted pony truss has been bypassed and abandoned. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Brookville Bridge Company of Brookville, Ohio. | 40.928530 | -83.102560 | Benton Road (TR-104) | Sycamore Creek | Rural | Crawford County, Ohio | Ohio | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1925 | 0 | Brookville Bridge Company of Brookville, Ohio | 5 | 5 | 90 | 27.43 | 92 | 28.04 | 16.7 | 5.09 | https://historicbridges.org/ohio/benton/little_img_6908_small.jpg | https://historicbridges.org/ohio/benton/little_img_6908.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/benton/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.928530,-83.102560 | ||||||||||||||
| 375 | Benton Street East Channel Bridge | This bridge is part of a unique group of arch bridges in Aurora. The technical description of the main or most noteworthy span of the bridge is a 56 ft (17.07 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 41.755860 | -88.316450 | Benton Street | Fox River East Channel | Aurora | Kane County, Illinois | Illinois | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1924 | 1996 | Unknown | 5 | 6 | 56 | 17.07 | 174 | 53.04 | 40 | 12.19 | https://historicbridges.org/illinois/bentoneast/little_p1170833_small.jpg | https://historicbridges.org/illinois/bentoneast/little_p1170833.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/bentoneast/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.755860,-88.316450 | |||||||||||||||
| 376 | Benton Street West Channel Bridge | A traditionally composed concrete arch bridge that has been rehabilitated. The technical description of the main or most noteworthy span of the bridge is a 56 ft (17.07 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 41.756680 | -88.318420 | Benton Street | Fox River West Channel | Aurora | Kane County, Illinois | Illinois | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1924 | 1996 | Unknown | 5 | 6 | 56 | 17.07 | 174 | 53.04 | 40 | 12.19 | https://historicbridges.org/illinois/bentonwest/little_p1170784_small.jpg | https://historicbridges.org/illinois/bentonwest/little_p1170784.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/bentonwest/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.756680,-88.318420 | |||||||||||||||
| 377 | Bentonsport Bridge | This is one of the oldest, largest, and most noteworthy of the surviving lower Des Moines River truss bridges. The technical description of the main or most noteworthy span of the bridge is a 146 ft (44.5 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 40.724230 | -91.854290 | CR-J40 (Old Alignment) | Des Moines River | Bentonsport and Vernon | Van Buren County, Iowa | Iowa | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 5 | 0 | 0 | 1882 | 1903 | King Bridge Company of Cleveland, Ohio | 8 | 8 | 146 | 44.5 | 730 | 222.5 | 0 | 0 | https://historicbridges.org/iowa/bentonsport/little_dscf6026_small.jpg | https://historicbridges.org/iowa/bentonsport/little_dscf6026.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/bentonsport/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.724230,-91.854290 | ||||||||||||||
| 378 | ! | Bergeys Mill Road Bridge | This skewed bridge is a rare surviving example of its local builder and has unusual built-up beam details. The technical description of the main or most noteworthy span of the bridge is a 94.2 ft (28.71 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by John Denithorne and Sons of Phoenixville, Pennsylvania. | 40.256640 | -75.429880 | Bergeys Mill Road | East Branch Perkiomen Creek | Rural | Montgomery County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 2 | 0 | 0 | 1893 | 1985 | John Denithorne and Sons of Phoenixville, Pennsylvania | 8 | 7 | 94.2 | 28.71 | 196 | 59.74 | 15 | 4.57 | https://historicbridges.org/pennsylvania/bergeymill/little_dscf0047_small.jpg | https://historicbridges.org/pennsylvania/bergeymill/little_dscf0047.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bergeymill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.256640,-75.429880 | |||||||||||||
| 379 | Berkheimer Bridge | Iowa Bridge Number 184870 | A rare Pennsylvania truss with excellent historic integrity. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Clinton Bridge and Iron Works of Clinton, Iowa. | 42.739010 | -94.253110 | 215th Street | West Fork Des Moines River | Rural | Humboldt County, Iowa | Iowa | United States | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 10 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 6 | 1899 | 2005 | Clinton Bridge and Iron Works of Clinton, Iowa | 8 | 8 | 170 | 51.82 | 253 | 77.11 | 15.1 | 4.6 | https://historicbridges.org/iowa/215th/little_dscf6525_small.jpg | https://historicbridges.org/iowa/215th/little_dscf6525.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/215th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.739010,-94.253110 | ||||||||||
| 380 | Berlin Fair Drive Bridge | This bridge is in excellent condition and represents a 60 foot version of a significant structure type well. The technical description of the main or most noteworthy span of the bridge is a 57.7 ft (17.59 m) concrete 60 Foot Plan curved chord through girder, fixed. The bridge was primarily built by Cook and Clark. The bridge was primarily designed by Michigan State Highway Department. | 43.033370 | -85.830410 | Berlin Fair Drive | Sand Creek | Marne | Ottawa County, Michigan | Michigan | United States | Concrete | 60 Foot Plan | Curved Chord Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1923 | 0 | Cook and Clark | Michigan State Highway Department | 7 | 7 | 57.7 | 17.59 | 60 | 18.29 | 22 | 6.71 | https://historicbridges.org/concrete/berlinfair/little_rpict043_small.jpg | https://historicbridges.org/concrete/berlinfair/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/berlinfair/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.033370,-85.830410 | ||||||||||||||
| 383 | Bessemer and Lake Erie Railroad Bridge | An unusual and large example of continuous deck truss construction. The technical description of the main or most noteworthy span of the bridge is a 520 ft (158.5 m) metal continuous multiple-type-connected Baltimore deck truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 40.537550 | -79.820870 | Railroad (Bessemer and Lake Erie) | Allegheny River | Near Oakmont | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Baltimore | Multiple-Type-Connected | Deck | Truss | Fixed | 14 | Continuous | 7 | Metal | Deck | Girder | Fixed | 0 | 1 | 1918 | 0 | American Bridge Company of New York, New York | 7 | 7 | 520 | 158.5 | 2327 | 709.27 | 0 | 0 | https://historicbridges.org/pennsylvania/bandlerr/bkg_swpenn0650_small.jpg | https://historicbridges.org/pennsylvania/bandlerr/swpenn071004.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bandlerr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.537550,-79.820870 | |||||||||
| 384 | Beveridge Bridge | San Saba Suspension Bridge | Although altered, this bridge remains an important bridge built by company of whom little remains. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal wire cable suspension, fixed. The bridge was primarily built by Flinn-Moyer Company of Weatherford, Texas. | 31.210780 | -98.740780 | China Creek Road (CR-200) | San Saba River | Rural | San Saba County, Texas | Texas | United States | Metal | Wire Cable | Suspension | Fixed | 0 | 1 | 0 | 2 | 1896 | 1938 | Flinn-Moyer Company of Weatherford, Texas | 7 | 8 | 140 | 42.67 | 190 | 57.91 | 16 | 4.88 | https://historicbridges.org/texas/sansaba/little_pict9100_small.jpg | https://historicbridges.org/texas/sansaba/little_pict9100.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/sansaba/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.210780,-98.740780 | |||||||||||||||
| 385 | Gugel Bridge | Beyer Road Bridge | The only pin-connected through truss in Michigan that features a pony truss approach, this bridge was restored! The technical description of the main or most noteworthy span of the bridge is a 142 ft (43.28 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Joliet Bridge and Iron Company of Joliet, Illinois. | 43.329200 | -83.776420 | Beyer Road | Cass River | Rural (Near Frankenmuth) | Saginaw County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 4 | 1 | 1904 | 2004 | Joliet Bridge and Iron Company of Joliet, Illinois | 7 | 8 | 142 | 43.28 | 205 | 62.48 | 16 | 4.88 | https://historicbridges.org/truss/beyer/little_dscf3962_small.jpg | https://historicbridges.org/truss/beyer/little_dscf3965.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/beyer/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.329200,-83.776420 | |||||||
| 386 | Bieneman Farm Bridge | Bridge Street Bridge | The oldest highway truss bridge in the state, this bridge has very unusual details. The technical description of the main or most noteworthy span of the bridge is a 106 ft (32.31 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Milwaukee Bridge and Iron Works of Milwaukee, Wisconsin. | 42.686900 | -88.291000 | Private Drive | Honey Creek | Burlington | Racine County, Wisconsin | Wisconsin | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1877 | 1922 | Milwaukee Bridge and Iron Works of Milwaukee, Wisconsin | 9 | 9 | 106 | 32.31 | 106 | 32.31 | 17 | 5.18 | https://historicbridges.org/wisconsin/bienemanfarm/little_1_small.jpg | https://historicbridges.org/wisconsin/bienemanfarm/little_1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/bienemanfarm/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.686900,-88.291000 | |||||||||||||
| 387 | Big Beaver Road Railroad Overpass | A well known Birmingham landmark, this railroad-over-road bridge is quite different from the highway-over-railroad bridges that deal with this same rail line in the area. The technical description of the main or most noteworthy span of the bridge is a metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.560560 | -83.209830 | Railroad (Canadian National) | Big Beaver Road | Birmingham | Oakland County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 4 | 0 | 0 | 1930 | 0 | Unknown | 2 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/concrete/beaver/eatonoakbkg_49_small.jpg | https://historicbridges.org/concrete/beaver/eatonoak_227.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/beaver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.560560,-83.209830 | |||||||||||||||||
| 389 | Big Creek Road Bridge | Iowa Bridge Number 220880 | This attractive structure appears to have been well maintained. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by J. E. Jayne and Son of Iowa City, Iowa. | 41.956330 | -91.526560 | Big Creek Road | Big Creek | Bertram | Linn County, Iowa | Iowa | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 1 | 1893 | 1929 | J. E. Jayne and Son of Iowa City, Iowa | 7 | 7 | 100 | 30.48 | 118 | 35.97 | 15.4 | 4.69 | https://historicbridges.org/iowa/bigcreek/little_dscf6003_small.jpg | https://historicbridges.org/iowa/bigcreek/little_dscf6003.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/bigcreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.956330,-91.526560 | ||||||||||
| 390 | Big Bridge | Lockport Main Street Bridge, Bridge E-233 | This extremely unusual design of arch bridge was also the widest bridge in the world when completed. The technical description of the main or most noteworthy span of the bridge is a 129 ft (39.32 m) metal three-hinged Solid Ribbed deck arch, fixed. The bridge was primarily built by Larkin and Sangster of Seneca Falls, New York. | 43.169250 | -78.695090 | Main Street (NY-31), Saxton Street, Cottage Street, and Two Parking Lots | Erie Canal (New York State Barge Canal) | Lockport | Niagara County, New York | New York | United States | Metal | Solid Ribbed | Three-Hinged | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1914 | 1992 | Larkin and Sangster of Seneca Falls, New York | 7 | 7 | 129 | 39.32 | 129 | 39.32 | 400 | 121.92 | https://historicbridges.org/other/bigbridge/little_pict6626_small.jpg | https://historicbridges.org/other/bigbridge/little_pict6626.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/bigbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.169250,-78.695090 | |||||||||||||
| 391 | Big Eddy Bridge | This bridge is noteworthy as a long bridge with different truss types and for its good historic integrity and stunning setting. The technical description of the main or most noteworthy span of the bridge is a 215 ft (65.53 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 51.004880 | -118.217820 | Big Eddy Road | Columbia River | Revelstoke | Columbia-Shuswap District, British Columbia | British Columbia | Canada | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 9 | 2 | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 14 | 4 | 0 | 0 | Unknown | 8 | 8 | 215 | 65.53 | 1080 | 329.18 | 0 | 0 | https://historicbridges.org/britishcolumbia/bigeddy/little_4955577547_dae8e7d36ebigeddybridge_o_small.jpg | https://historicbridges.org/britishcolumbia/bigeddy/little_4955577547_dae8e7d36ebigeddybridge_o.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/bigeddy/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.004880,-118.217820 | ||||||||
| 392 | Big Four Bridge | This gargantuan monumental bridge is so massive that it dwarfs the multi-span through truss next to it. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Walsh Construction Company. | 40.274130 | -84.154290 | Railroad (CSX) | Great Miami River, Main Avenue, and Childrens Home Road (CR-41) | Sidney | Shelby County, Ohio | Ohio | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 5 | 0 | 0 | 1923 | 0 | Walsh Construction Company | 8 | 9 | 140 | 42.67 | 780 | 237.74 | 29 | 8.84 | https://historicbridges.org/ohio/bigfour/little_pict0487_small.jpg | https://historicbridges.org/ohio/bigfour/little_pict0487.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/bigfour/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.274130,-84.154290 | |||||||||||||||
| 394 | Big Rocky Fork Iron Bridge | Parke County Bridge 11 | This bridge has very unusual details for a bridge constructed by the Wrought Iron Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 104 ft (31.7 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 39.674450 | -87.086880 | Martin Road (CR-26) | Rocky Fork Creek | Rural | Parke County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 0 | 0 | Wrought Iron Bridge Company of Canton, Ohio | 7 | 7 | 104 | 31.7 | 109 | 33.22 | 16 | 4.88 | https://historicbridges.org/indiana/parke26/little_img_2305_small.jpg | https://historicbridges.org/indiana/parke26/little_img_2305.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/parke26/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.674450,-87.086880 | |||||||||||||
| 395 | South Big Wheeling Creek Road Bridge | This Whipple truss has been bypassed by a new bridge, but was thankfully allowed to stand next to its replacement. The technical description of the main or most noteworthy span of the bridge is a 202 ft (61.57 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 39.975880 | -80.630470 | Big Wheeling Creek Road (CR-5) | Big Wheeling Creek | Rural | Marshall County, West Virginia | West Virginia | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 13 | 1 | 0 | 0 | 1882 | 0 | Wrought Iron Bridge Company of Canton, Ohio | 8 | 8 | 202 | 61.57 | 206 | 62.79 | 17.7 | 5.39 | https://historicbridges.org/wvirginia/southbigwheelingcreekroad/little_southbigwheelingcreekroad0428_small.jpg | https://historicbridges.org/wvirginia/southbigwheelingcreekroad/little_southbigwheelingcreekroad0428.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/southbigwheelingcreekroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.975880,-80.630470 | ||||||||||||||
| 399 | Birmingham Bridge | This extremely unusual bridge has decorative portal bracing and a very massive design for a bridge of its type and age. The technical description of the main or most noteworthy span of the bridge is a 142 ft (43.28 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania. The bridge was primarily designed by J. A. Patterson. | 40.649080 | -78.199020 | Irish Flats Lane (TR-512) | Little Juniata River | Birmingham | Blair County, Pennsylvania and Huntingdon County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 1898 | 2004 | Penn Bridge Company of Beaver Falls, Pennsylvania | J. A. Patterson | 7 | 8 | 142 | 43.28 | 145 | 44.2 | 14.8 | 4.51 | https://historicbridges.org/pennsylvania/birmingham/little_dscf2983_small.jpg | https://historicbridges.org/pennsylvania/birmingham/little_dscf2983.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/birmingham/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.649080,-78.199020 | |||||||||||||
| 400 | Bismark Highway Bridge | A rare example of a steel stringer bridge with lattice railing. The technical description of the main or most noteworthy span of the bridge is a 27 ft (8.23 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.697780 | -85.001490 | Bismark Highway | Sebewa Creek | Rural | Eaton County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1921 | 0 | Unknown | 4 | 6 | 27 | 8.23 | 30.8 | 9.39 | 16.4 | 5 | https://historicbridges.org/michigan/bismark/little_bismarkhwysebewacr8_small.jpg | https://historicbridges.org/michigan/bismark/little_bismarkhwysebewacr7.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/bismark/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.697780,-85.001490 | |||||||||||||||||
| 401 | Chicago Drive Bridge | BL-196 Bridge | This very old arch bridge once carried a railway on it, accounting for its width. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Hillding and Rabe. The bridge was primarily designed by Michigan State Highway Department. | 42.935880 | -85.687530 | Chicago Drive (BL-196) | Plaster Creek | Wyoming | Kent County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1916 | 0 | Hillding and Rabe | Michigan State Highway Department | 5 | 6 | 60 | 18.29 | 60 | 18.29 | 42 | 12.8 | https://historicbridges.org/other/bl196/1bkg_hbme_139_small.jpg | https://historicbridges.org/other/bl196/1hbme_343.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/bl196/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.935880,-85.687530 | |||||||||||||
| 402 | ! | Blackford Bridge | Pucketts Hole Bridge | Preservations were able to convince the DOT to halt plans to demolish this bridge next to its replacement on new alignment. The technical description of the main or most noteworthy span of the bridge is a 113 ft (34.44 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. | 36.964410 | -82.010490 | VA-652 | Clinch River | Rural | Russell County, Virginia | Virginia | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 2 | 0 | 0 | 1889 | 1946 | Groton Bridge Company of Groton, New York | 7 | 9 | 113 | 34.44 | 225 | 68.58 | 11.2 | 3.41 | https://historicbridges.org/virginia/blackford/bkg_dscn0154_small.jpg | https://historicbridges.org/virginia/blackford/dscn0192.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/blackford/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.964410,-82.010490 | ||||||||||||
| 406 | Black Bridge | The future of this attractive designated heritage bridge is uncertain! The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 43.450960 | -80.298420 | Black Bridge Road | Speed River | Cambridge | Waterloo Region, Ontario | Ontario | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1916 | 1989 | Unknown | 7 | 6 | 0 | 0 | 114.8 | 34.99 | 0 | 0 | https://historicbridges.org/ontario/blackbridge/little_p1550701_small.jpg | https://historicbridges.org/ontario/blackbridge/little_p1550701.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/blackbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.450960,-80.298420 | ||||||||||||||
| 408 | Blackburn Point Road Bridge | An excellent and uncommon example of a swing truss bridge in Florida. The technical description of the main or most noteworthy span of the bridge is a 142 ft (43.28 m) metal rivet-connected Warren pony truss, movable: swing, Center Bearing Center Pier. The bridge was primarily built by Champion Bridge Company of Wilmington, Ohio. | 27.179910 | -82.494470 | Blackburn Point Road (CR-789) | Intracoastal Waterway | Osprey | Sarasota County, Florida | Florida | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Movable: Swing | Center Bearing Center Pier | 0 | 1 | 0 | 0 | 1925 | 1995 | Champion Bridge Company of Wilmington, Ohio | 6 | 7 | 142 | 43.28 | 142 | 43.28 | 15.7 | 4.79 | https://historicbridges.org/florida/blackburn/little_blackburnpointrd_6909_small.jpg | https://historicbridges.org/florida/blackburn/little_blackburnpointrd_6909.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/blackburn/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.179910,-82.494470 | |||||||||||||
| 410 | Black River Railroad Bridge | Canadian National Railroad Bridge | A 1929 plate girder rolling lift bascule that is still in light use. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal through girder, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. | 42.984720 | -82.442480 | Railroad (Canadian National) | Black River | Port Huron | St. Clair County, Michigan | Michigan | United States | Metal | Through | Girder | Movable: Single Leaf Bascule | Rolling Lift | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 3 | 1929 | 0 | Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin | 6 | 7 | 150 | 45.72 | 330 | 100.58 | 0 | 0 | https://historicbridges.org/other/blackrrr/little_pict3749_small.jpg | https://historicbridges.org/other/blackrrr/little_pict3749.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/blackrrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.984720,-82.442480 | ||||||||||
| 411 | Black River Canal Railroad Bridge | This non-historic bridge crossing a historic canal is included as an opportunity to discuss what actually makes a bridge historic. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. | 43.471450 | -75.315800 | Railroad (Mohawk, Adirondack, and Northern) | Black River Canal | Rural | Oneida County, New York | New York | United States | Metal | Deck | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/canalgirder/little_manbrc2_small.jpg | https://historicbridges.org/newyork/canalgirder/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/canalgirder/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.471450,-75.315800 | ||||||||||||||||
| 412 | Black Rock Bridge | This significant multi-span concrete arch bridge has been altered, but is still considered a noteworthy historic bridge. The technical description of the main or most noteworthy span of the bridge is a 116 ft (35.36 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 40.159130 | -75.512040 | Black Rock Road (PA-113) | Schuylkill River | Rural | Montgomery County, Pennsylvania and Chester County, Pennsylvania | Pennsylvania | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 5 | 0 | 0 | 1916 | 1991 | Unknown | 6 | 6 | 116 | 35.36 | 554 | 168.86 | 29 | 8.84 | https://historicbridges.org/pennsylvania/rt113bridgeoverschuylkillriver/little_rt113schuylkillriver017_small.jpg | https://historicbridges.org/pennsylvania/rt113bridgeoverschuylkillriver/little_rt113schuylkillriver017.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rt113bridgeoverschuylkillriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.159130,-75.512040 | |||||||||||||||
| 413 | Black Rock Railroad Bridge | This attractive multiple span railroad arch bridge carries a railroad over the river. A noteworthy tunnel is on the railroad line next to the bridge. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 40.148040 | -75.519000 | Railroad (Norfolk Southern) | Schuylkill River | Rural | Montgomery County, Pennsylvania and Chester County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 0 | 0 | 0 | 0 | 0 | Unknown | 6 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/phoenixvilleblackrocktunnelbridgerr/little_blackrocktunnelbridge009_small.jpg | https://historicbridges.org/pennsylvania/phoenixvilleblackrocktunnelbridgerr/little_blackrocktunnelbridge009.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/phoenixvilleblackrocktunnelbridgerr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.148040,-75.519000 | |||||||||||||||
| 414 | Blackford Road Bridge | This unique bridge has vertical end posts giving it a distinctive appearance. The technical description of the main or most noteworthy span of the bridge is a 303 ft (92.35 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Unknown. | 39.052440 | -121.319430 | Blackford Road | Bear River Camp Far West Wier | Rural | Yuba County, California | California | United States | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 22 | 1 | 0 | 0 | 1916 | 1966 | Unknown | 7 | 8 | 303 | 92.35 | 310 | 94.49 | 18 | 5.49 | https://historicbridges.org/california/blackfordroadbridge/little_day3_blackfordroadbridge02379_small.jpg | https://historicbridges.org/california/blackfordroadbridge/little_day3_blackfordroadbridge02379.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/blackfordroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.052440,-121.319430 | ||||||||||||||
| 415 | Blacksville Bridge | This is a skewed West Virginia state standard plan through truss bridge in good condition. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Fort Pitt Bridge Works of Pittsburgh, Pennsylvania. | 39.719980 | -80.208090 | WV-7 and WV-218 (Mason-Dixon Highway, CR-52-1) | Dunkard Creek | Blacksville | Monongalia County, West Virginia | West Virginia | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1933 | 0 | Fort Pitt Bridge Works of Pittsburgh, Pennsylvania | 5 | 6 | 150 | 45.72 | 157.2 | 47.91 | 24 | 7.32 | https://historicbridges.org/wvirginia/blacksville/little_blacksville1705_small.jpg | https://historicbridges.org/wvirginia/blacksville/little_blacksville1705.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/blacksville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.719980,-80.208090 | ||||||||||||||
| 416 | Blacks Mill Road Bridge | A small, late pin-connected pony truss with a distinctive railing design. The technical description of the main or most noteworthy span of the bridge is a 69.3 ft (21.12 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by York Bridge Company of York, Pennsylvania. | 39.569390 | -77.391440 | Blacks Mill Road | Hunting Creek | Rural | Frederick County, Maryland | Maryland | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1914 | 2002 | York Bridge Company of York, Pennsylvania | 5 | 5 | 69.3 | 21.12 | 70 | 21.34 | 12.8 | 3.9 | https://historicbridges.org/maryland/blacksmill/little_pict3836_small.jpg | https://historicbridges.org/maryland/blacksmill/little_pict3836.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/blacksmill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.569390,-77.391440 | ||||||||||||||
| 417 | Blaine Hill S Bridge | Bicentennial Bridge | One of the most important historic bridges in Ohio, this is an impressive and noteworthy remnant of the National Road The technical description of the main or most noteworthy span of the bridge is a 44 ft (13.41 m) stone Segmental deck arch, fixed. The bridge was primarily built by James Lloyd and Robert Wilson of Hagerstown, Maryland. | 40.066860 | -80.820800 | Pasko Drive (Old Historic National Road Alignment) | Wheeling Creek | Blaine | Belmont County, Ohio | Ohio | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1826 | 2004 | James Lloyd and Robert Wilson of Hagerstown, Maryland | 9 | 10 | 44 | 13.41 | 345 | 105.16 | 27 | 8.23 | https://historicbridges.org/ohio/blainehill/little_dscf4127_small.jpg | https://historicbridges.org/ohio/blainehill/little_dscf4127.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/blainehill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.066860,-80.820800 | ||||||||||||||
| 418 | Blaine Hill Viaduct | Arches of Memory | A massive and striking high level concrete arch bridge provides a historic background for a nearby 1828 stone arch bridge The technical description of the main or most noteworthy span of the bridge is a 133 ft (40.54 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Hecker-Moon Company of Cleveland, Ohio. The bridge was primarily designed by D. H. Overman and Ohio State Highway Department. | 40.066710 | -80.820310 | US-40 (Historic National Road) | Wheeling Creek | Blaine | Belmont County, Ohio | Ohio | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 4 | Concrete | T-Beam | Fixed | 0 | 7 | 1933 | 1982 | Hecker-Moon Company of Cleveland, Ohio | D. H. Overman and Ohio State Highway Department | 7 | 8 | 133 | 40.54 | 754 | 229.82 | 38 | 11.58 | https://historicbridges.org/ohio/blaineviaduct/little_dscf4072_small.jpg | https://historicbridges.org/ohio/blaineviaduct/little_dscf4072.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/blaineviaduct/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.066710,-80.820310 | ||||||||||
| 420 | Blatchford Bridge | This nice looking mid 20th Century pony truss carries traffic on a fairly busy road. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. | 43.484190 | -80.282080 | CR-32 | Speed River | Rural | Wellington County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 8 | 1 | 0 | 0 | 1949 | 1992 | Dominion Bridge Company of Montréal, Québec | 6 | 6 | 0 | 0 | 106.3 | 32.4 | 26.6 | 8.11 | https://historicbridges.org/ontario/wellingtoncounty32/little_wellingtoncounty321190_small.jpg | https://historicbridges.org/ontario/wellingtoncounty32/little_wellingtoncounty321190.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/wellingtoncounty32/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.484190,-80.282080 | ||||||||||||||
| 422 | Blenheim Road Arch Bridge | This tiny concrete arch bridge is a long-abandoned bridge that carries a long-abandoned alignment of Blenheim Road. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 43.234240 | -80.507800 | Blenheim Road (Abandoned Alignment) | Burgess Lake Outlet (Nith River Tributary) | Rural | Oxford County, Ontario | Ontario | Canada | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/blenheimroadarch/little_blenheimroadarch0006_small.jpg | https://historicbridges.org/ontario/blenheimroadarch/little_blenheimroadarch0006.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/blenheimroadarch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.234240,-80.507800 | |||||||||||||||
| 423 | Blissfield Railroad Bridge | A beautiful railroad truss bridge helps people ignore ugly highway crossing next to the bridge. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 41.834490 | -83.866470 | Railroad (Adrian and Blissfield) | River Raisin | Blissfield | Lenawee County, Michigan | Michigan | United States | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1907 | 0 | American Bridge Company of New York, New York | 5 | 6 | 150 | 45.72 | 150 | 45.72 | 18 | 5.49 | https://historicbridges.org/truss/blissfield/little_blissfieldrailroad4-6-12_3256_small.jpg | https://historicbridges.org/truss/blissfield/little_blissfieldrailroad4-6-12_3256.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/blissfield/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.834490,-83.866470 | ||||||||||||||
| 424 | Blome Road Bridge | This pin connected through truss is noteworthy for its slight skew, and being one of the only known remaining examples of its builder. The technical description of the main or most noteworthy span of the bridge is a 79 ft (24.08 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Queen City Bridge Company of Cincinnati, Ohio. The bridge was primarily designed by William H. Harrison. | 39.217960 | -84.345840 | Blome Road | Raiders Run | Indian Hill | Hamilton County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1888 | 1990 | Queen City Bridge Company of Cincinnati, Ohio | William H. Harrison | 7 | 7 | 79 | 24.08 | 94 | 28.65 | 12.8 | 3.9 | https://historicbridges.org/ohio/blome/little_pict1747_small.jpg | https://historicbridges.org/ohio/blome/little_pict1747.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/blome/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.217960,-84.345840 | |||||||||||||
| 426 | Bloomsbury Bridge | This one-lane truss bridge was widened to two lanes and placed on top of a new steel stringer bridge. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Toledo Bridge Company of Toledo, Ohio (Former Smith Bridge Company of Toledo, Ohio). | 40.655380 | -75.088890 | Church Street (CR-579) | Musconetcong River | Bloomsbury | Hunterdon County, New Jersey and Warren County, New Jersey | New Jersey | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1892 | 1995 | Toledo Bridge Company of Toledo, Ohio (Former Smith Bridge Company of Toledo, Ohio) | 7 | 7 | 105 | 32 | 112 | 34.14 | 28 | 8.53 | https://historicbridges.org/newjersey/bloomsbury/little_pict4641_small.jpg | https://historicbridges.org/newjersey/bloomsbury/little_img_1491.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/bloomsbury/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.655380,-75.088890 | ||||||||||||||
| 427 | Bloor-Bayview Ramp Bridge | This bridge is noted for its arched, riveted girders. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. | 43.680330 | -79.365580 | Don Valley Parkway Ramp To Bloor Street and -Bayview Avenue | Don River | Toronto | Toronto City, Ontario | Ontario | Canada | Metal | Deck | Girder | Fixed | 0 | 3 | 0 | 0 | 1960 | 1996 | Unknown | 2 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/bayviewavedonvalleypkyconnector/little_bayviewavenuedonvalleyparkwayconnector1555_small.jpg | https://historicbridges.org/ontario/bayviewavedonvalleypkyconnector/little_bayviewavenuedonvalleyparkwayconnector1555.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/bayviewavedonvalleypkyconnector/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.680330,-79.365580 | ||||||||||||||||
| 429 | Bloor Street Railway Overpass | This traditionally composed trio of steel girder grade separations was built by a prolific bridge company. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Canadian Bridge Company of Walkerville, Ontario. | 43.656850 | -79.449870 | Railroad (Canadian National and Go) and West Toronto Railpath | Bloor Street | Toronto | Toronto City, Ontario | Ontario | Canada | Metal | Deck | Girder | Fixed | 0 | 4 | 0 | 0 | 1925 | 0 | Canadian Bridge Company of Walkerville, Ontario | 2 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/bloorstreetgo/little_bloorstreetgobridge0496_small.jpg | https://historicbridges.org/ontario/bloorstreetgo/little_bloorstreetgobridge0496.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/bloorstreetgo/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.656850,-79.449870 | ||||||||||||||||
| 430 | Bloor Street Rosedale Valley Bridge | Bloor Street Viaduct, Rosedale Section | This is the smaller of two bridges constructed together for Bloor Street in this area. The technical description of the main or most noteworthy span of the bridge is a 190 ft (57.91 m) metal three-hinged Braced Ribbed deck arch, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. The bridge was primarily designed by Thomas Taylor. | 43.672530 | -79.369960 | Bloor Street | Rosedale Ravine, Rosedale Valley Road, Castle Frank Brook | Toronto | Toronto City, Ontario | Ontario | Canada | Metal | Braced Ribbed | Three-Hinged | Deck | Arch | Fixed | 0 | 1 | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 1917 | 0 | Dominion Bridge Company of Montréal, Québec | Thomas Taylor | 9 | 9 | 190 | 57.91 | 0 | 0 | 64.5 | 19.66 | https://historicbridges.org/ontario/bloorstreetrosedalevalley/little_bloorstreetrosedalevalley1931_2_3_fused_small.jpg | https://historicbridges.org/ontario/bloorstreetrosedalevalley/little_bloorstreetrosedalevalley1931_2_3_fused.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/bloorstreetrosedalevalley/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.672530,-79.369960 | |||||||
| 431 | Blossomland Bridge | A rare example of a Scherzer rolling lift bascule bridge. The technical description of the main or most noteworthy span of the bridge is a 164 ft (49.99 m) metal Variable Depth deck girder, movable: double leaf bascule, Rolling Lift. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Hazelet and Erdal of Chicago, Illinois. | 42.112280 | -86.478070 | M-63 (Main Street) | St. Joseph River | St. Joseph | Berrien County, Michigan | Michigan | United States | Metal | Variable Depth | Deck | Girder | Movable: Double Leaf Bascule | Rolling Lift | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 6 | 1948 | 2007 | American Bridge Company of New York, New York | Hazelet and Erdal of Chicago, Illinois | 5 | 6 | 164 | 49.99 | 713 | 217.32 | 44 | 13.41 | https://historicbridges.org/other/m63/bkg_07hbme063_small.jpg | https://historicbridges.org/other/m63/07hbme140.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/m63/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.112280,-86.478070 | |||||||||
| 432 | Blue Heron Railroad Bridge | This is a cantilever deck truss bridge, and its design showcases the engineering clearly. The technical description of the main or most noteworthy span of the bridge is a metal cantilever rivet-connected Baltimore deck truss, fixed. The bridge was primarily built by Unknown. | 36.670270 | -84.548990 | Railroad (Rail-Trail) | Big South Fork | Blue Heron (Rural) | McCreary County, Kentucky | Kentucky | United States | Metal | Baltimore | Rivet-Connected | Deck | Truss | Fixed | 0 | Cantilever | 3 | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | Unknown | 7 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/kentucky/blueheron/DSC_0317_small.jpg | https://historicbridges.org/kentucky/blueheron/DSC_0318.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/blueheron/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.670270,-84.548990 | |||||||||
| 433 | Blue Island Junction Railroad Bridges | This is a unique collection of five bridges of same age and similar design located next to a busy railroad junction. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. | 41.652180 | -87.687420 | Railroad (Various) | Calumet Sag Channel | Blue Island | Cook County, Illinois | Illinois | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 0 | 0 | 0 | Unknown | 4 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/blueislandjunction/little_p1190133_small.jpg | https://historicbridges.org/illinois/blueislandjunction/little_p1190133.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/blueislandjunction/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.652180,-87.687420 | |||||||||||
| 435 | Blue Sulphur Bridge | A traditional Pratt truss but with uncommon sway bracing and connection nuts. The technical description of the main or most noteworthy span of the bridge is a 109 ft (33.22 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. | 38.420550 | -82.240820 | Blue Sulphur Road | Mud Creek | Blue Sulphur (Rural) | Cabell County, West Virginia | West Virginia | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Deck | Girder | Fixed | 0 | 1 | 1888 | 0 | Groton Bridge Company of Groton, New York | 7 | 8 | 109 | 33.22 | 157 | 47.85 | 13 | 3.96 | https://historicbridges.org/wvirginia/bluesulphur/07march0734_small.jpg | https://historicbridges.org/wvirginia/bluesulphur/07march0084.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/bluesulphur/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.420550,-82.240820 | ||||||||||
| 437 | Bluff City Boulevard Bridge | This is a small but noteworthy in this area as an old, unaltered example of a concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 34 ft (10.36 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 42.019310 | -88.260640 | Bluff City Boulevard | Poplar Creek | Elgin | Cook County, Illinois | Illinois | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1909 | 0 | Unknown | 4 | 6 | 34 | 10.36 | 40 | 12.19 | 30.8 | 9.39 | https://historicbridges.org/illinois/bluff/little_img_0257_small.jpg | https://historicbridges.org/illinois/bluff/little_img_0257.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/bluff/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.019310,-88.260640 | |||||||||||||||
| 438 | Boardman's Bridge | This beautiful and large span lenticular truss bridge has been bypassed. The technical description of the main or most noteworthy span of the bridge is a 188 ft (57.3 m) metal pin-connected Lenticular through truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. | 41.593250 | -73.449890 | Boardman Road | Housatonic River | New Milford | Litchfield County, Connecticut | Connecticut | United States | Metal | Lenticular | Pin-Connected | Through | Truss | Fixed | 13 | 1 | 0 | 0 | 1888 | 0 | Berlin Iron Bridge Company of East Berlin, Connecticut | 9 | 9 | 188 | 57.3 | 188 | 57.3 | 0 | 0 | https://historicbridges.org/connecticut/boardman/little_pict7982_small.jpg | https://historicbridges.org/connecticut/boardman/little_pict7957.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/boardman/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.593250,-73.449890 | ||||||||||||||
| 439 | Bobcaygeon Bridge | Bridge Number 35 | This very slightly bobtailed swing bridge still operates frequently for boats. The technical description of the main or most noteworthy span of the bridge is a 94.8 ft (28.9 m) metal through girder, movable: swing, Center Bearing Bobtail. The bridge was primarily built by McGregor and McIntyre of Toronto, Ontario. | 44.537880 | -78.544830 | Main Street (Bolton Street) | Trent-Severn Waterway | Bobcaygeon | Kawartha Lakes City, Ontario | Ontario | Canada | Metal | Through | Girder | Movable: Swing | Center Bearing Bobtail | 0 | 1 | 0 | 0 | 1921 | 2021 | McGregor and McIntyre of Toronto, Ontario | 7 | 7 | 94.8 | 28.9 | 94.8 | 28.9 | 15.2 | 4.63 | https://historicbridges.org/ontario/bobcaygeon/little_bobcaygeon4352_small.jpg | https://historicbridges.org/ontario/bobcaygeon/little_bobcaygeon4352.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/bobcaygeon/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.537880,-78.544830 | ||||||||||||||
| 440 | Bollinger Road Bridge | This is a well-preserved small-scale stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 40.116450 | -75.823960 | Bollinger Road | Perkins Run | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/bollinger/little_bollinger004_small.jpg | https://historicbridges.org/pennsylvania/bollinger/little_bollinger004.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bollinger/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.116450,-75.823960 | |||||||||||||||
| 442 | Bollman Truss Railroad Bridge | This is the last Bollman truss remaining, and was the first iron bridge design built with frequency by the railroads. The technical description of the main or most noteworthy span of the bridge is a 79.5 ft (24.23 m) metal (cast iron) pin-connected Bollman through truss, fixed. The bridge was primarily built by Baltimore and Ohio Railroad Mount Clare Shops of Baltimore, Maryland. The bridge was primarily designed by Wendel Bollman of Baltimore, Maryland. | 39.134830 | -76.825060 | Railroad (Abandoned Baltimore and Ohio, Rail-Trail) | Little Patuxent River | Savage | Howard County, Maryland | Maryland | United States | Metal (Cast Iron) | Bollman | Pin-Connected | Through | Truss | Fixed | 6 | 2 | 0 | 0 | 1869 | 2000 | Baltimore and Ohio Railroad Mount Clare Shops of Baltimore, Maryland | Wendel Bollman of Baltimore, Maryland | 10 | 10 | 79.5 | 24.23 | 159 | 48.46 | 25.5 | 7.77 | https://historicbridges.org/maryland/bollman/bkg_DSC_270336_small.jpg | https://historicbridges.org/maryland/bollman/DSC_2703.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/bollman/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.134830,-76.825060 | |||||||||||||
| 443 | Bond Cemetery Road Bridge | Brown County Bridge 36, Hickory Hill Road Bridge | This traditionally composed truss is severely deteriorated and needs to be preserved soon before it is too late. The technical description of the main or most noteworthy span of the bridge is a 87 ft (26.52 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Pan American Bridge Company of New Castle, Indiana. | 39.182890 | -86.303420 | Bond Cemetery Road | North Fork Salt Creek | Rural | Brown County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 1908 | 0 | Pan American Bridge Company of New Castle, Indiana | 6 | 7 | 87 | 26.52 | 123 | 37.49 | 12 | 3.66 | https://historicbridges.org/indiana/bondcemeteryroad/little_bondcemeteryroad4850_small.jpg | https://historicbridges.org/indiana/bondcemeteryroad/little_bondcemeteryroad4850.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/bondcemeteryroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.182890,-86.303420 | ||||||||||
| 444 | Bondsville Bridge | This impressive stone arch bridge is noted for its unusual crenelated parapets. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on private property. | 40.021680 | -75.760970 | Private Drive | Beaver Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | This bridge is on private property. | Stone | Segmental | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/bondsvillerdprivate/little_bondsville2_small.jpg | https://historicbridges.org/pennsylvania/bondsvillerdprivate/little_bondsville2.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bondsvillerdprivate/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.021680,-75.760970 | ||||||||||||||
| 446 | Book Bridge | This bridge stands out as an old, unaltered bridge with a couple rare details. The technical description of the main or most noteworthy span of the bridge is a 51.8 ft (15.79 m) metal pin-connected Pratt pony truss, fixed. The bridge was primarily built by Pittsburgh Bridge Company of Pittsburgh, Pennsylvania. | 40.972180 | -80.151460 | Book Road | Muddy Creek | Rural | Butler County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 1925 | Pittsburgh Bridge Company of Pittsburgh, Pennsylvania | 7 | 7 | 51.8 | 15.79 | 56 | 17.07 | 15.4 | 4.69 | https://historicbridges.org/pennsylvania/book/little_dscf9491_small.jpg | https://historicbridges.org/pennsylvania/book/little_dscf9491.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/book/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.972180,-80.151460 | ||||||||||||||
| 447 | Boom Island Railroad Bridge | Wisconsin Central Railroad Bridge | This is an impressive pin-connected railroad bridge that can be enjoyed today by pedestrians. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Butler - Ryan Company of St. Paul, Minnesota. The bridge was primarily designed by Charles Frederick Loweth. | 44.990700 | -93.265530 | Railroad (Rail-Trail) | Mississippi River (East Channel) | Minneapolis | Hennepin County, Minnesota | Minnesota | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1901 | 0 | Butler - Ryan Company of St. Paul, Minnesota | Charles Frederick Loweth | 7 | 7 | 0 | 0 | 175 | 53.34 | 19 | 5.79 | https://historicbridges.org/minnesota/boomislandrailroad/little_boomislandrailroad4589_small.jpg | https://historicbridges.org/minnesota/boomislandrailroad/little_boomislandrailroad4589.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/boomislandrailroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.990700,-93.265530 | ||||||||||||
| 448 | ! | Bootjack Road Bridge | A good and relatively early representative example of a concrete through girder in the county. The technical description of the main or most noteworthy span of the bridge is a 48 ft (14.63 m) concrete through girder, fixed. The bridge was primarily built by John T. Brubaker. The bridge was primarily designed by Frank H. Shaw of Lancaster, Pennstlvania. | 40.129610 | -75.956170 | Bootjack Road | Conestoga River | Rural | Lancaster County, Pennsylvania | Pennsylvania | United States | Concrete | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1914 | 0 | John T. Brubaker | Frank H. Shaw of Lancaster, Pennstlvania | 6 | 5 | 48 | 14.63 | 50 | 15.24 | 20 | 6.1 | https://historicbridges.org/pennsylvania/bootjack/little_dscf1106_small.jpg | https://historicbridges.org/pennsylvania/bootjack/little_dscf1106.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bootjack/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.129610,-75.956170 | ||||||||||||||
| 449 | Bordell Crossroads Bridge | This small pony truss has had load-bearing stringers added, but continues to display its unusual design details. The technical description of the main or most noteworthy span of the bridge is a 48 ft (14.63 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. | 41.856280 | -78.469910 | Bordell Crossroads (TR-350) | Cole Creek | Rural | McKean County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 48 | 14.63 | 60 | 18.29 | 12 | 3.66 | https://historicbridges.org/pennsylvania/bordellcrossroadsbridge/little_p1420680_small.jpg | https://historicbridges.org/pennsylvania/bordellcrossroadsbridge/little_p1420680.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bordellcrossroadsbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.856280,-78.469910 | ||||||||||||||
| 450 | Borden Road Bridge | This small camelback bridge adds interest to an otherwise normal roadway. The technical description of the main or most noteworthy span of the bridge is a 35.8 ft (10.91 m) concrete 40 Foot Plan curved chord through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 43.090630 | -84.962210 | Borden Road | Prairie Creek | Rural | Ionia County, Michigan | Michigan | United States | Concrete | 40 Foot Plan | Curved Chord Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1927 | 0 | Unknown | Michigan State Highway Department | 7 | 7 | 35.8 | 10.91 | 40 | 12.19 | 23 | 7.01 | https://historicbridges.org/concrete/borden/bkg_07march558_small.jpg | https://historicbridges.org/concrete/borden/07march1502.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/borden/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.090630,-84.962210 | ||||||||||||||
| 453 | Bostick Road Bridge | Bill Blass Bridge, Turner Bridge, Allen County Bridge 268 | This long and intricate bridge is a stunning historic artifact that was bypassed and restored in place for pedestrians! The technical description of the main or most noteworthy span of the bridge is a 169 ft (51.51 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. | 40.979220 | -85.094730 | Bostick Road | St. Marys River | Rural | Allen County, Indiana | Indiana | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 13 | 1 | 0 | 0 | 1894 | 2010 | Canton Bridge Company of Canton, Ohio | 8 | 8 | 169 | 51.51 | 174 | 53.04 | 15.4 | 4.69 | https://historicbridges.org/truss/bostick/little_bostickroad1722_small.jpg | https://historicbridges.org/truss/bostick/little_bostickroad1722.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/bostick/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.979220,-85.094730 | |||||||||||||
| 454 | Boston Bridge | This distinctive and unique bridge was built with aesthetics in mind. The technical description of the main or most noteworthy span of the bridge is a 420 ft (128.02 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by Fort Pitt Bridge Works of Pittsburgh, Pennsylvania. | 40.312880 | -79.828290 | Walnut Street (PA-48 - Orange Beltway) | Youghiogheny River | Versailles | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 18 | Cantilever | 3 | Metal | Deck | Girder | Fixed | 0 | 5 | 1931 | 1989 | Fort Pitt Bridge Works of Pittsburgh, Pennsylvania | 8 | 7 | 420 | 128.02 | 1182 | 360.27 | 29.5 | 8.99 | https://historicbridges.org/pennsylvania/boston/little_dscf6010_small.jpg | https://historicbridges.org/pennsylvania/boston/little_dscf6010.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/boston/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.312880,-79.828290 | |||||||||
| 455 | Boundary Bridge 44 | This bridge is an outstanding and increasingly rare surviving example of a riveted swing bridge on this heritage waterway. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, movable: swing, Center Bearing Center Pier. The bridge was primarily built by Unknown. | 44.515970 | -79.082040 | Simcoe Street | Talbot River (Trent-Severn Waterway) | Rural | Kawartha Lakes City, Ontario and Simcoe County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Movable: Swing | Center Bearing Center Pier | 10 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/boundarybridge44/little_p1570354_small.jpg | https://historicbridges.org/ontario/boundarybridge44/little_p1570354.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/boundarybridge44/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.515970,-79.082040 | |||||||||||||
| 456 | Bowdoinham Bridge | This bridge is a good representative example of a very late state-designed riveted truss bridge in Maine. The technical description of the main or most noteworthy span of the bridge is a 155.8 ft (47.49 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 44.007150 | -69.895380 | ME-24 (River Road, Bay Road) | Cathance River | Bowdoinham | Sagadahoc County, Maine | Maine | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1953 | 0 | Unknown | 4 | 5 | 155.8 | 47.49 | 155.8 | 47.49 | 24.3 | 7.41 | https://historicbridges.org/maine/bowdoinham/little_p1490924_small.jpg | https://historicbridges.org/maine/bowdoinham/little_p1490924.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maine/bowdoinham/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.007150,-69.895380 | ||||||||||||||
| 458 | Bower Bridge | Camp Corbly Road Bridge | This traditional truss bridge was rendered decorative by a structural arch. The technical description of the main or most noteworthy span of the bridge is a 131 ft (39.93 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 40.896944 | -78.676944 | Camp Corbly Road | West Branch Susquehanna River | Bower | Clearfield County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 0 | 1988 | Unknown | 5 | 5 | 131 | 39.93 | 132 | 40.23 | 14.8 | 4.51 | https://historicbridges.org/pennsylvania/bower/little_pict9232_small.jpg | https://historicbridges.org/pennsylvania/bower/little_pict9232.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bower/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.896944,-78.676944 | |||||||||||||
| 461 | Boyd Bridge | Decatur County Bridge 140 | Relocated and preserved, this bridge is a good example of a riveted Camelback truss. The technical description of the main or most noteworthy span of the bridge is a 178.2 ft (54.32 m) metal rivet-connected Camelback through truss, fixed. The bridge was primarily built by Pan American Bridge Company of New Castle, Indiana. The bridge was primarily designed by Central States Bridge Company of Indianapolis, Indiana. | 39.332140 | -85.517450 | Pedestrian Walkway | Greensburg City Park Lake | Greensburg | Decatur County, Indiana | Indiana | United States | Metal | Camelback | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1915 | 2006 | Pan American Bridge Company of New Castle, Indiana | Central States Bridge Company of Indianapolis, Indiana | 7 | 7 | 178.2 | 54.32 | 180 | 54.86 | 15.7 | 4.79 | https://historicbridges.org/indiana/boydbridge/little_boydbridge3369_small.jpg | https://historicbridges.org/indiana/boydbridge/little_boydbridge3369.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/boydbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.332140,-85.517450 | ||||||||||||
| 462 | Boyer Road Bridge | This representative example bridge is noted for its 47 degree skew. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Pierson Contracting Company and Owen-Ames-Kimball Company. The bridge was primarily designed by Michigan State Highway Department. | 42.162480 | -86.329790 | Boyer Road | I-94 | Rural | Berrien County, Michigan | Michigan | United States | Concrete | Curved | T-Beam | Fixed | 0 | Continuous | 4 | 0 | 0 | 1960 | 0 | Pierson Contracting Company and Owen-Ames-Kimball Company | Michigan State Highway Department | 2 | 2 | 105 | 32 | 337 | 102.72 | 22 | 6.71 | https://historicbridges.org/michigan/boyer/little_dscf4946_small.jpg | https://historicbridges.org/michigan/boyer/little_dscf4946.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/boyer/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.162480,-86.329790 | ||||||||||||||
| 463 | Brady Bridge | Yonai Road Bridge | A complete example of an early 20th Century pony truss. The technical description of the main or most noteworthy span of the bridge is a 82 ft (24.99 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 39.985010 | -78.914110 | Yonai Road (TR-515) | Stony Creek | Rural | Somerset County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 1905 | 1991 | Unknown | 6 | 6 | 82 | 24.99 | 83 | 25.3 | 12.8 | 3.9 | https://historicbridges.org/pennsylvania/yonai/bkg_swpenn1331_small.jpg | https://historicbridges.org/pennsylvania/yonai/swpenn073169.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/yonai/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.985010,-78.914110 | |||||||||||||
| 464 | Braidwood Road Bridge | A complete example of a 1940s beam bridge. The technical description of the main or most noteworthy span of the bridge is a 57.7 ft (17.59 m) metal stringer (multi-beam), fixed. The bridge was primarily built by J. H. Baker and Sons of Port Huron, Michigan. | 42.916080 | -82.800450 | Braidwood Road | Belle River | Rural | St. Clair County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1940 | 2006 | J. H. Baker and Sons of Port Huron, Michigan | 2 | 4 | 57.7 | 17.59 | 61 | 18.59 | 24 | 7.32 | https://historicbridges.org/beam/braidwood/07hbme563_small.jpg | https://historicbridges.org/beam/braidwood/07hbme563.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=beam/braidwood/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.916080,-82.800450 | |||||||||||||||||
| 465 | Brandywine Bridge | This bridge is a relatively large stone arch and is extremely old. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) stone Segmental deck arch, fixed. The bridge was primarily built by Wilson. | 39.946220 | -75.778880 | Strasburg Road | West Branch Brandywine Creek | Mortonville | Chester County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 4 | 0 | 0 | 1826 | 2009 | Wilson | 8 | 7 | 60 | 18.29 | 220 | 67.06 | 26 | 7.92 | https://historicbridges.org/pennsylvania/chester95mortonville/little_mortonville15_small.jpg | https://historicbridges.org/pennsylvania/chester95mortonville/little_mortonville15.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester95mortonville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.946220,-75.778880 | |||||||||||||||
| 466 | Brandywine Bridge | Cope's Bridge | This ancient stone arch bridge is one of the two oldest bridges in the county. The technical description of the main or most noteworthy span of the bridge is a 66 ft (20.12 m) stone Segmental deck arch, fixed. The bridge was primarily built by Anthony Taylor. The bridge was primarily designed by John Lewis. | 39.958800 | -75.655220 | Strasburg Road (PA-162) | East Branch Brandywine Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1807 | 2010 | Anthony Taylor | John Lewis | 9 | 9 | 66 | 20.12 | 152 | 46.33 | 21.7 | 6.61 | https://historicbridges.org/pennsylvania/chester114copes/little_copes2_small.jpg | https://historicbridges.org/pennsylvania/chester114copes/little_copes2.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester114copes/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.958800,-75.655220 | |||||||||||||
| 467 | Brandywine Creek Road Bridge | This three span arch bridge connects to a newer 1937 steel stringer bridge. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) stone Segmental deck arch, fixed. The bridge was primarily built by Corcoran Construction Company of West Chester, Pennsylvania. The bridge was primarily designed by Nathan R. Rambo. | 39.936400 | -75.774810 | Brandywine Creek Road | Buck Run and Doe Run | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1915 | 0 | Corcoran Construction Company of West Chester, Pennsylvania | Nathan R. Rambo | 6 | 6 | 24 | 7.32 | 68 | 20.73 | 17.7 | 5.39 | https://historicbridges.org/pennsylvania/chester264/little_bridges033_small.jpg | https://historicbridges.org/pennsylvania/chester264/little_bridges033.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester264/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.936400,-75.774810 | ||||||||||||||
| 468 | Brandywine Creek Footbridge | This is an uncommon and attractive suspension bridge built to carry pedestrian traffic. The technical description of the main or most noteworthy span of the bridge is a metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by Unknown. | 39.760350 | -75.556720 | Non-Motorized Path | Brandywine Creek | Wilmington | New Castle County, Delaware | Delaware | United States | Metal | Pony Truss Stiffening | Wire Cable | Suspension | Fixed | 0 | 1 | 0 | 0 | 1909 | 0 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/delaware/footbridge/little_dscf1948_small.jpg | https://historicbridges.org/delaware/footbridge/little_dscf1948.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=delaware/footbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.760350,-75.556720 | |||||||||||||||
| 470 | Brandywine Viaduct | This is an enormous stone arch bridge built by the Baltimore and Ohio Railroad. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 39.760560 | -75.556900 | Railroad (CSX) | Brandywine Creek | Wilmington | New Castle County, Delaware | Delaware | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 7 | 0 | 0 | 1910 | 0 | Unknown | 7 | 8 | 100 | 30.48 | 764 | 232.87 | 0 | 0 | https://historicbridges.org/delaware/brandywineviaduct/little_dscf1962_small.jpg | https://historicbridges.org/delaware/brandywineviaduct/little_dscf1962.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=delaware/brandywineviaduct/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.760560,-75.556900 | |||||||||||||||
| 471 | Brewers Bridge | This is the only known example of a curved chord through girder bridge in Georgia. The technical description of the main or most noteworthy span of the bridge is a 62 ft (18.9 m) concrete curved chord through girder, fixed. The bridge was primarily built by Mallory and Nash. | 34.148660 | -82.866980 | Brewers Bridge Road (Cotton Belt Route) | Beaverdam Creek | Rural | Elbert County, Georgia | Georgia | United States | Concrete | Curved Chord Through | Girder | Fixed | 0 | 2 | Concrete | T-Beam | Fixed | 0 | 3 | 1924 | 0 | Mallory and Nash | 7 | 7 | 62 | 18.9 | 219.2 | 66.81 | 17.7 | 5.39 | https://historicbridges.org/georgia/elberton/little_015_small.jpg | https://historicbridges.org/georgia/elberton/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=georgia/elberton/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.148660,-82.866980 | |||||||||||||
| 475 | Brantford Railway Girder Bridge | A traditionally composed plate girder sitting on unusual caissons. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. | 43.134020 | -80.267480 | Railroad (Rail-Trail) | Grand River | Brantford | Brant County, Ontario | Ontario | Canada | Metal | Through | Girder | Fixed | 6 | 4 | 0 | 0 | 0 | 0 | Unknown | 4 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/brantfordrailgirder/little_brantfordrailroadgirder0104_small.jpg | https://historicbridges.org/ontario/brantfordrailgirder/little_brantfordrailroadgirder0104.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/brantfordrailgirder/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.134020,-80.267480 | ||||||||||||||||
| 476 | Brent Spence Bridge | This impressive double deck cantilever truss bridge features an attractive design despite its relatively late construction date. The technical description of the main or most noteworthy span of the bridge is a 830.8 ft (253.23 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Modjeski and Masters. | 39.091020 | -84.522610 | I-75 and I-70 | Ohio River | Cincinnati and Covington | Hamilton County, Ohio and Kenton County, Kentucky | Ohio and Kentucky | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 0 | Cantilever | 3 | 0 | 0 | 1963 | 1985 | American Bridge Company of New York, New York | Modjeski and Masters | 6 | 6 | 830.8 | 253.23 | 1736.4 | 529.25 | 91.8 | 27.98 | https://historicbridges.org/ohio/brentspence/little_pict1624_small.jpg | https://historicbridges.org/ohio/brentspence/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/brentspence/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.091020,-84.522610 | ||||||||||||
| 477 | Brick Hill Road Bridge | Although altered, this bridge is an example of an unusual form of highway overpass used in Pennsylvania. The technical description of the main or most noteworthy span of the bridge is a 28 ft (8.53 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 40.412076 | -79.627637 | US-22 | Brick Hill Road | Rural | Westmoreland County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1949 | 0 | Unknown | 1 | 1 | 28 | 8.53 | 32.2 | 9.81 | 0 | 0 | https://historicbridges.org/pennsylvania/brickhill/little_p1470608_small.jpg | https://historicbridges.org/pennsylvania/brickhill/little_p1470608.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/brickhill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.412076,-79.627637 | |||||||||||||||
| 479 | Bridge Street Bridge | Old McCaysville Bridge | An excellent example of a riveted camelback truss bridge that has the traditional camelback truss shape. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Camelback through truss, fixed. The bridge was primarily built by Unknown. | 34.987720 | -84.371240 | Bridge Street (Old GA-5) | Toccoa River (Ococee River) | McCaysville | Fannin County, Georgia | Georgia | United States | Metal | Camelback | Rivet-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1911 | 1935 | Unknown | 6 | 7 | 150 | 45.72 | 180.8 | 55.11 | 17.7 | 5.39 | https://historicbridges.org/georgia/mccaysville/little_dsc_4807_small.jpg | https://historicbridges.org/georgia/mccaysville/little_dsc_4807.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=georgia/mccaysville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.987720,-84.371240 | |||||||||||||
| 481 | Bridge Street Bridge | Elkhart County Bridge 387 | An unusual concrete bridge with attractive details and good historic integrity is significant as a documented Public Works Administration bridge. The technical description of the main or most noteworthy span of the bridge is a 116.8 ft (35.6 m) concrete stringer (multi-beam), fixed. The bridge was primarily built by H. L. Maddocks Company. | 41.677020 | -85.990830 | Bridge Street | St. Joseph River | Elkhart | Elkhart County, Indiana | Indiana | United States | Concrete | Stringer (Multi-Beam) | Fixed | 0 | 3 | 0 | 0 | 1939 | 2009 | H. L. Maddocks Company | 6 | 7 | 116.8 | 35.6 | 274 | 83.52 | 39.4 | 12.01 | https://historicbridges.org/concrete/elkhart/little_p1440013_4_5_tonemapped_small.jpg | https://historicbridges.org/concrete/elkhart/little_p1440013_4_5_tonemapped.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/elkhart/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.677020,-85.990830 | ||||||||||||||||
| 482 | ! | Bridge Street Bridge | An impressive rural camelback truss retains historic integrity including original railings. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Camelback through truss, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. | 43.332910 | -80.643470 | Bridge Street | Nith River | Wilmot Township | Waterloo Region, Ontario | Ontario | Canada | Metal | Camelback | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1913 | 2011 | Hamilton Bridge Company of Hamilton, Ontario | 7 | 6 | 150 | 45.72 | 150 | 45.72 | 13.1 | 3.99 | https://historicbridges.org/ontario/bridgest/little_pict7096_small.jpg | https://historicbridges.org/ontario/bridgest/little_pict7096.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/bridgest/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.332910,-80.643470 | |||||||||||||
| 483 | Bridge Street Bridge | Bridgeport Bridge | A graceful and impressive five-span rainbow arch bridge. The technical description of the main or most noteworthy span of the bridge is a 82.3 ft (25.09 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Storms Contracting Company of Toronto, Ontario. | 43.481850 | -80.481690 | Bridge Street | Grand River | Kitchener | Waterloo Region, Ontario | Ontario | Canada | Concrete | Rainbow | Through | Arch | Fixed | 0 | 5 | 0 | 0 | 1934 | 2009 | Storms Contracting Company of Toronto, Ontario | 8 | 8 | 82.3 | 25.09 | 413.4 | 126 | 35 | 10.67 | https://historicbridges.org/concrete/kitchener/little_p1550669_small.jpg | https://historicbridges.org/concrete/kitchener/little_p1550669.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/kitchener/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.481850,-80.481690 | ||||||||||||||
| 484 | Bridge Street Bridge | One of the larger multi-span examples of this bridge design in western New York. The technical description of the main or most noteworthy span of the bridge is a 244.8 ft (74.62 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by New York State Department of Public Works. | 42.091940 | -76.055560 | Bridge Street | Susquehanna River | Vestal | Broome County, New York | New York | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 10 | 3 | 0 | 0 | 1935 | 1987 | Unknown | New York State Department of Public Works | 6 | 6 | 244.8 | 74.62 | 744.8 | 227.02 | 30 | 9.14 | https://historicbridges.org/newyork/vestalnorth/newyork1560_small.jpg | https://historicbridges.org/newyork/vestalnorth/newyork1560.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/vestalnorth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.091940,-76.055560 | |||||||||||||
| 485 | Bridge Street Bridge | This small, and late example of a plate girder nevertheless fits nicely with the larger nearby Delaware River bridge. The technical description of the main or most noteworthy span of the bridge is a 57.7 ft (17.59 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 41.607920 | -75.058740 | NY-52 (CR-24, Bridge Street) | Railroad (Norfolk Southern) | Narrowsburg | Sullivan County, New York | New York | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1948 | 0 | Unknown | 2 | 3 | 57.7 | 17.59 | 61.7 | 18.81 | 23.6 | 7.19 | https://historicbridges.org/newyork/narrowsburgrr/little_dscf9104_small.jpg | https://historicbridges.org/newyork/narrowsburgrr/little_dscf9104.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/narrowsburgrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.607920,-75.058740 | ||||||||||||||||
| 487 | Bridge Z-6 | Milwaukee Road Bloomingdale Line Railroad Bridge | This bridge exhibits one of the most unusual swing bridge designs ever encountered. The technical description of the main or most noteworthy span of the bridge is a 175.2 ft (53.4 m) metal through girder, movable: swing, Arc Bearing Bobtail. The bridge was primarily built by American Bridge Works of Chicago, Illinois. The bridge was primarily designed by Onward Bates. | 41.915680 | -87.663470 | Railroad (Canadian Pacific, Former Chicago, Milwaukee and St. Paul Railway) | North Branch Chicago River | Chicago | Cook County, Illinois | Illinois | United States | Metal | Through | Girder | Movable: Swing | Arc Bearing Bobtail | 0 | 1 | Metal | Girder | Fixed | 0 | 1 | 1899 | 0 | American Bridge Works of Chicago, Illinois | Onward Bates | 9 | 9 | 175.2 | 53.4 | 245.2 | 74.74 | 0 | 0 | https://historicbridges.org/illinois/z6/little_brg_1305_small.jpg | https://historicbridges.org/illinois/z6/little_brg_1305.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/z6/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.915680,-87.663470 | ||||||||||
| 490 | Bridgeport Road Bridge | This wrought iron bridge with cast iron components and distinctive details of its builder is very important. The technical description of the main or most noteworthy span of the bridge is a 71 ft (21.64 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Columbia Bridge Works of Dayton, Ohio. | 40.977500 | -78.546944 | Bridgeport Road (TR-206) | Anderson Creek | Rural | Clearfield County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 8 | 1 | 0 | 0 | 0 | 1930 | Columbia Bridge Works of Dayton, Ohio | 8 | 8 | 71 | 21.64 | 74.2 | 22.62 | 15 | 4.57 | https://historicbridges.org/pennsylvania/bridgeport/little_img_2711_small.jpg | https://historicbridges.org/pennsylvania/bridgeport/little_pict9001.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridgeport/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.977500,-78.546944 | ||||||||||||||
| 493 | Brighton Road Bridge | This tiny stone arch bridge retains good historic integrity and is situated on a sharp curve in the road. The technical description of the main or most noteworthy span of the bridge is a 17 ft (5.18 m) stone Semicircular deck arch, fixed. The bridge was primarily built by Charles M. Driver. The bridge was primarily designed by Allegheny County Department of Public Works. | 40.505010 | -80.078940 | Brighton Road | Spruce Run | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1896 | 0 | Charles M. Driver | Allegheny County Department of Public Works | 5 | 4 | 17 | 5.18 | 17 | 5.18 | 0 | 0 | https://historicbridges.org/pennsylvania/brighton/little_dscf4264_small.jpg | https://historicbridges.org/pennsylvania/brighton/little_dscf4264.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/brighton/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.505010,-80.078940 | ||||||||||||||
| 495 | Brilliant Cutoff Viaduct | This is an impressive high level stone arch railroad bridge. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Columbia Contracting Company of Pittsburgh, Pennsylvania. | 40.462220 | -79.904860 | Railroad (Penn Central) | Silver Lake Drive | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 5 | Metal | Through | Girder | Fixed | 0 | 1 | 1903 | 0 | Columbia Contracting Company of Pittsburgh, Pennsylvania | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/prrbrilliantcutoffviaduct/little_p1240005_small.jpg | https://historicbridges.org/pennsylvania/prrbrilliantcutoffviaduct/little_p1240005.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/prrbrilliantcutoffviaduct/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.462220,-79.904860 | |||||||||||
| 496 | ! | Brink Road Bridge | A quaint little pony truss on a rural not only adds beauty to a pleasant country scene, but displays a transition from pinned to riveted connections.. The technical description of the main or most noteworthy span of the bridge is a 38.7 ft (11.8 m) metal rivet-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. | 41.827520 | -85.241250 | Brink Road | Prairie River (Hog Creek Drain 40) | Rural | Branch County, Michigan | Michigan | United States | Metal | Pratt | Rivet-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1905 | 2000 | Unknown | 6 | 7 | 38.7 | 11.8 | 41 | 12.5 | 16 | 4.88 | https://historicbridges.org/truss/brink/little_pict1007_small.jpg | https://historicbridges.org/truss/brink/little_pict1007.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/brink/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.827520,-85.241250 | |||||||||||||
| 498 | Broadmoor Avenue Railroad Overpass | A mid-20th Century structure, this bridge is a late and typical example of its type. The technical description of the main or most noteworthy span of the bridge is a 78.7 ft (23.99 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Hertel-Deyo Company. The bridge was primarily designed by Michigan State Highway Department. | 42.905830 | -85.582210 | Railroad (CSX) | Broadmoor Avenue | Kentwood | Kent County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1948 | 0 | Hertel-Deyo Company | Michigan State Highway Department | 2 | 2 | 78.7 | 23.99 | 200 | 60.96 | 0 | 0 | https://historicbridges.org/michigan/broadmoor/little_csxbroadmoor3_small.jpg | https://historicbridges.org/michigan/broadmoor/little_csxbroadmoor3.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/broadmoor/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.905830,-85.582210 | ||||||||||||||||
| 499 | Broad Street Bridge | This extremely rare bridge is one of only a few concrete truss bridges remaining in the entire country! The technical description of the main or most noteworthy span of the bridge is a 51 ft (15.54 m) concrete Howe pony truss, fixed. The bridge was primarily built by Alamo Construction Company of San Antonio. | 30.752680 | -99.231360 | Broad Street | Comanche Creek | Mason | Mason County, Texas | Texas | United States | Concrete | Howe | Pony | Truss | Fixed | 6 | 2 | 0 | 0 | 1918 | 0 | Alamo Construction Company of San Antonio | 9 | 10 | 51 | 15.54 | 102.2 | 31.15 | 17 | 5.18 | https://historicbridges.org/texas/mason/little_pict9154_small.jpg | https://historicbridges.org/texas/mason/little_pict9154.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/mason/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.752680,-99.231360 | |||||||||||||||
| 501 | Broadway Bridge | St. Peter Bridge | This bridge has a skew only at the pier, and unusual decorative top chord links make this bridge look like a continuous truss. The technical description of the main or most noteworthy span of the bridge is a 196 ft (59.74 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by Minneapolis Bridge Company of Minneapolis, Minnesota. The bridge was primarily designed by Minnesota Highway Department. | 44.324740 | -93.953040 | Broadway Avenue (MN-99) | Minnesota River | St. Peter | Le Sueur County, Minnesota and Nicollet County, Minnesota | Minnesota | United States | Metal | Pennsylvania | Rivet-Connected | Through | Truss | Fixed | 10 | 2 | 0 | 0 | 1931 | 2017 | Minneapolis Bridge Company of Minneapolis, Minnesota | Minnesota Highway Department | 7 | 8 | 196 | 59.74 | 402.3 | 122.62 | 30 | 9.14 | https://historicbridges.org/minnesota/stpeter/little_stpeter2366_small.jpg | https://historicbridges.org/minnesota/stpeter/little_stpeter2366.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/stpeter/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.324740,-93.953040 | ||||||||||||
| 502 | ! | Broadway Bridge | One of a pair of bridges that sit next to each other and offer a unique discussion in transportation heritage. The technical description of the main or most noteworthy span of the bridge is a 156 ft (47.55 m) metal pin-connected Baltimore through truss, fixed. The bridge was primarily built by Unknown. | 38.202110 | -84.882040 | Broadway Street | Kentucky River | Frankfort | Franklin County, Kentucky | Kentucky | United States | Metal | Baltimore | Pin-Connected | Through | Truss | Fixed | 0 | 1 | 0 | 0 | 1910 | 0 | Unknown | 7 | 7 | 156 | 47.55 | 516 | 157.28 | 22 | 6.71 | https://historicbridges.org/kentucky/frankfortbroadway/little_dsc_0051_small.jpg | https://historicbridges.org/kentucky/frankfortbroadway/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/frankfortbroadway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.202110,-84.882040 | |||||||||||||
| 503 | Broadway Bridge | This unusual railroad overpass crosses the road at a heavy skew overall but does this using right angles. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) concrete slab, fixed. The bridge was primarily built by Unknown. | 41.754570 | -88.315290 | Railroad (BNSF) | Broadway (IL-25) and Clark Street | Aurora | Kane County, Illinois | Illinois | United States | Concrete | Slab | Fixed | 0 | 8 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 120 | 36.58 | 332 | 101.19 | 0 | 0 | https://historicbridges.org/illinois/broadwayrr/little_p1450112_small.jpg | https://historicbridges.org/illinois/broadwayrr/little_p1450112.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/broadwayrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.754570,-88.315290 | |||||||||||||||||
| 504 | Broadway Avenue US-31 Bridge | This noteworthy bridge is perhaps the most technologically significant curved t-beam overpass in Michigan. The technical description of the main or most noteworthy span of the bridge is a 58.7 ft (17.89 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Darin and Armstrong, Inc of Detroit, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 43.201020 | -86.205020 | Broadway Avenue | US-31 | Norton Shores | Muskegon County, Michigan | Michigan | United States | Concrete | Curved | T-Beam | Fixed | 0 | Continuous | 4 | 0 | 0 | 1959 | 0 | Darin and Armstrong, Inc of Detroit, Michigan | Michigan State Highway Department | 4 | 5 | 58.7 | 17.89 | 189 | 57.61 | 48 | 14.63 | https://historicbridges.org/michigan/31broadway/little_p1600557_small.jpg | https://historicbridges.org/michigan/31broadway/little_p1600557.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/31broadway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.201020,-86.205020 | ||||||||||||||
| 505 | Broadway Railroad Bridge | Kentucky River Railroad Bridge | One of a pair of bridges that sit next to each other and offer a unique discussion in transportation heritage. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 38.202040 | -84.882120 | Railroad (R. J. Corman / CSX) | Kentucky River | Frankfort | Franklin County, Kentucky | Kentucky | United States | Metal | Pennsylvania | Rivet-Connected | Through | Truss | Fixed | 0 | 1 | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 0 | 0 | 1929 | 0 | American Bridge Company of New York, New York | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/kentucky/frankfortbroadwayrr/little_dsc_0050_small.jpg | https://historicbridges.org/kentucky/frankfortbroadwayrr/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/frankfortbroadwayrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.202040,-84.882120 | |||||||
| 506 | Broadway Street Bridge | A good example of a 1950s bridge in Pennsylvania, this bridge was rehabilitated. The technical description of the main or most noteworthy span of the bridge is a 71 ft (21.64 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 39.815430 | -79.033240 | Broadway Street (PA-2004) | Casselman River | Meyersdale | Somerset County, Pennsylvania | Pennsylvania | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | 1951 | 2006 | Unknown | 3 | 5 | 71 | 21.64 | 147 | 44.81 | 26 | 7.92 | https://historicbridges.org/pennsylvania/broadwaymeyersdale/main_small.jpg | https://historicbridges.org/pennsylvania/broadwaymeyersdale/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/broadwaymeyersdale/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.815430,-79.033240 | |||||||||||||||||
| 507 | Broadway Street Bridge | This is an old concrete arch bridge that has been altered by the replacement of its railings. The technical description of the main or most noteworthy span of the bridge is a 88 ft (26.82 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 43.604450 | -84.782490 | Broadway Street | Chippewa River | Mt. Pleasant | Isabella County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1910 | 1988 | Unknown | 5 | 7 | 88 | 26.82 | 94 | 28.65 | 35 | 10.67 | https://historicbridges.org/michigan/mtpleasantbroad/little_mtpleasantbroadstreetbridge_0092_small.jpg | https://historicbridges.org/michigan/mtpleasantbroad/little_zimg_20211113_100802.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/mtpleasantbroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.604450,-84.782490 | |||||||||||||||
| 509 | Brockport Main Street Bridge | Bridge E-182 | One of two attractive and historic Erie Canal lift bridges in Brockport. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal rivet-connected Warren (No Verticals) pony truss, movable: vertical lift. The bridge was primarily built by McMyler-Interstate Company of Cleveland, Ohio and W.S. Cooper Company of Cleveland, Ohio. | 43.216660 | -77.938050 | Main Street (NY-19) | Erie Canal (New York State Barge Canal) | Brockport | Monroe County, New York | New York | United States | Metal | Warren (No Verticals) | Rivet-Connected | Pony | Truss | Movable: Vertical Lift | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1915 | 1992 | McMyler-Interstate Company of Cleveland, Ohio and W.S. Cooper Company of Cleveland, Ohio | 8 | 7 | 130 | 39.62 | 155.8 | 47.49 | 23.6 | 7.19 | https://historicbridges.org/newyork/brockportmain/little_p1420457_small.jpg | https://historicbridges.org/newyork/brockportmain/little_p1420457.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/brockportmain/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.216660,-77.938050 | ||||||||||
| 511 | Brokenstraw Creek Bridge | This little pony truss is hidden a short distance off of a rural road. The technical description of the main or most noteworthy span of the bridge is a 43 ft (13.11 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is posted as private property. | 41.858560 | -79.511250 | Private Trail | Brokenstraw Creek | Rural | Warren County, Pennsylvania | Pennsylvania | United States | This bridge is posted as private property. | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 43 | 13.11 | 53 | 16.15 | 6.5 | 1.98 | https://historicbridges.org/pennsylvania/hyersroad/little_hyersroadprivate1216_small.jpg | https://historicbridges.org/pennsylvania/hyersroad/little_hyersroadprivate1216.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/hyersroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.858560,-79.511250 | |||||||||||||
| 512 | Bronson Bridge | Hilton Bridge, County Bridge Number 8 | This bridge was built by a company with an apparant affinity for an unusual truss configuration. The technical description of the main or most noteworthy span of the bridge is a 86 ft (26.21 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Owego Bridge Company of Owego, New York. | 41.762210 | -76.699260 | Bronson Road (TR-328) | Sugar Creek | Rural | Bradford County, Pennsylvania | Pennsylvania | United States | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 1907 | 1966 | Owego Bridge Company of Owego, New York | 7 | 8 | 86 | 26.21 | 88 | 26.82 | 13 | 3.96 | https://historicbridges.org/pennsylvania/bronson/3_small.jpg | https://historicbridges.org/pennsylvania/bronson/newyork0717.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bronson/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.762210,-76.699260 | |||||||||||||
| 513 | Brook Line Bridge | A nice example of a rural steel stringer beam bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a 31.2 ft (9.51 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.461820 | -82.256900 | Brook Line | Big Creek | Rural | Chatham-Kent Region, Ontario | Ontario | Canada | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1955 | 0 | Unknown | 2 | 2 | 31.2 | 9.51 | 32.8 | 10 | 22.6 | 6.89 | https://historicbridges.org/ontario/brookline/little_pict3214_small.jpg | https://historicbridges.org/ontario/brookline/little_pict3214.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/brookline/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.461820,-82.256900 | |||||||||||||||||
| 515 | Brooklyn Road Bridge | This narrow bridge is an early example of a polygonal Warren truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 44.606380 | -68.872340 | Brooklyn Road | Mash Stream | Frankfort | Waldo County, Maine | Maine | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 1908 | 0 | American Bridge Company of New York, New York | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/maine/frankfort/little_p1520969_small.jpg | https://historicbridges.org/maine/frankfort/little_p1520969.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maine/frankfort/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.606380,-68.872340 | ||||||||||||||
| 516 | Brookport Bridge | Irvin S. Cobb Bridge | Among historic bridges, this bridge has one of the longest simple truss spans ever constructed! The technical description of the main or most noteworthy span of the bridge is a 716 ft (218.24 m) metal rivet-connected Modified Polygonal Warren through truss, fixed. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. The bridge was primarily designed by Harrington, Howard, and Ash of Kansas City, Missouri. | 37.114640 | -88.629150 | US-45 (Paducah-Brookport Road) | Ohio River | Brookport and Paducah | Massac County, Illinois and McCracken County, Kentucky | Illinois and Kentucky | United States | Metal | Modified Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 24 | 9 | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 12 | 19 | 1929 | 0 | Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin | Harrington, Howard, and Ash of Kansas City, Missouri | 9 | 9 | 716 | 218.24 | 5387 | 1641.96 | 19.7 | 6 | https://historicbridges.org/illinois/brookport/little_brookport4242_small.jpg | https://historicbridges.org/illinois/brookport/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/brookport/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.114640,-88.629150 | ||||||
| 517 | Brookville Viaduct | This impressive bridge has a curve to it and has a variety of interesting span types. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 41.149130 | -79.075640 | Railroad (Pittsburg and Shawmut) | Sandy Lick Creek and Railroad (Pennsylvania Railroad) | Rural | Jefferson County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 8 | 1 | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 5 | 0 | 1906 | 0 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/brookvilleviaduct/little_20090322psrtrestleinbrookville2_small.jpg | https://historicbridges.org/pennsylvania/brookvilleviaduct/little_20090322psrtrestleinbrookville2.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/brookvilleviaduct/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.149130,-79.075640 | ||||||||
| 519 | Brower Road Duggins Run Bridge | TR-333 Duggins Run Bridge | A small beam bridge that features riveted railings and stone abutments. The technical description of the main or most noteworthy span of the bridge is a 26 ft (7.92 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 39.699770 | -84.627210 | Brower Road (TR-333) | Duggins Run | Rural | Preble County, Ohio | Ohio | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 1 | 2 | 26 | 7.92 | 30.8 | 9.39 | 17.4 | 5.3 | https://historicbridges.org/ohio/browerbeam/little_pict2384_small.jpg | https://historicbridges.org/ohio/browerbeam/little_pict2384.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/browerbeam/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.699770,-84.627210 | ||||||||||||||||
| 520 | Brower Road Bridge | TR-333 Bridge | A simply ornamented truss bridge still conveys a sense of beauty and history in a scenic rural location. The technical description of the main or most noteworthy span of the bridge is a 119 ft (36.27 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Brookville Bridge Company of Brookville, Ohio. | 39.699570 | -84.624110 | Brower Road (TR-333) | 7 Mile Creek | Rural | Preble County, Ohio | Ohio | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1931 | 0 | Brookville Bridge Company of Brookville, Ohio | 5 | 6 | 119 | 36.27 | 131 | 39.93 | 15.7 | 4.79 | https://historicbridges.org/ohio/brower/little_pict2359_small.jpg | https://historicbridges.org/ohio/brower/little_pict2359.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/brower/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.699570,-84.624110 | |||||||||||||
| 521 | Browers Bridge | A local private farm paid PennDOT out of pocket to get this bridge preserved. The technical description of the main or most noteworthy span of the bridge is a 25 ft (7.62 m) stone Segmental deck arch, fixed. The bridge was primarily built by P. J. McCormick and Son of West Chester, Pennsylvania. The bridge was primarily designed by Nathan R. Rambo. | 40.147510 | -75.768540 | Mansion Road (PA-4039) | South Branch French Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1904 | 1986 | P. J. McCormick and Son of West Chester, Pennsylvania | Nathan R. Rambo | 6 | 6 | 25 | 7.62 | 27 | 8.23 | 15 | 4.57 | https://historicbridges.org/pennsylvania/chester200browers/little_browers5_small.jpg | https://historicbridges.org/pennsylvania/chester200browers/little_browers5.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester200browers/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.147510,-75.768540 | ||||||||||||||
| 524 | Brownsville Road Bridge | This is a very tiny concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 40.330720 | -79.987310 | Brownsville Road | Lick Run | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 1 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/brownsvilleroadlickrun/little_brownsvilleroadlickrun2177_small.jpg | https://historicbridges.org/pennsylvania/brownsvilleroadlickrun/little_brownsvilleroadlickrun2177.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/brownsvilleroadlickrun/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.330720,-79.987310 | |||||||||||||||
| 525 | Broyles Road Bridge | Old US-36 Bridge | The oldest Whipple truss in Indiana and one of the oldest surviving examples of a bridge built by this unusual bridge company. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Columbia Bridge Works of Dayton, Ohio. | 39.760160 | -86.416900 | Broyles Road (Converted To Pedestrian Trail) | White Lick Creek | Avon | Hendricks County, Indiana | Indiana | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 13 | 1 | 0 | 0 | 1875 | 0 | Columbia Bridge Works of Dayton, Ohio | 9 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/indiana/avonbridge/little_avonbridge5368_small.jpg | https://historicbridges.org/indiana/avonbridge/little_avonbridge5368.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/avonbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.760160,-86.416900 | |||||||||||||
| 526 | Bruce Highway Bridge | This secluded, pony truss is of decent length and is a very nice looking bridge. The technical description of the main or most noteworthy span of the bridge is a 63 ft (19.2 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. | 41.805410 | -83.965490 | Bruce Highway | Black Creek | Rural | Lenawee County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1910 | 0 | Unknown | 6 | 7 | 63 | 19.2 | 63 | 19.2 | 13 | 3.96 | https://historicbridges.org/truss/bruce/little_pict7761_small.jpg | https://historicbridges.org/truss/bruce/little_pict7761.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/bruce/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.805410,-83.965490 | ||||||||||||||
| 529 | Brule River Railroad Bridge | A good example of a Chicago and North Western Railroad Bridge. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal rivet-connected Double-Intersection Warren deck truss, fixed. The bridge was primarily built by Unknown. | 45.956270 | -88.325520 | Railroad (Rail-Trail) | Brule River | Rural | Iron County, Michigan and Florence County, Wisconsin | Michigan and Wisconsin | United States | Metal | Double-Intersection Warren | Rivet-Connected | Deck | Truss | Fixed | 8 | 1 | Metal | Deck | Girder | Fixed | 0 | 2 | 1911 | 0 | Unknown | 7 | 7 | 130 | 39.62 | 210 | 64.01 | 0 | 0 | https://historicbridges.org/wisconsin/bruleriverrrbridge/little_bruleriverrrbridge_3125_6_7_tonemapped_small.jpg | https://historicbridges.org/wisconsin/bruleriverrrbridge/little_bruleriverrrbridge_3125_6_7_tonemapped.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/bruleriverrrbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.956270,-88.325520 | ||||||||||
| 530 | Brush Creek Branch Railroad Bridge | A tiny stone arch bridge buried in the trees. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 40.333100 | -79.665040 | Railroad (Conrail) | Brush Creek Branch | Manor | Westmoreland County, Pennsylvania | Pennsylvania | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/brushcreekrr/little_p1470667_small.jpg | https://historicbridges.org/pennsylvania/brushcreekrr/little_p1470667.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/brushcreekrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.333100,-79.665040 | |||||||||||||||
| 531 | Brush Creek Road Bridge | This concrete arch bridge has attractive concrete balustrade railings. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Trimpey and Whipkey. | 40.331110 | -79.665920 | Brush Creek Road (PA-4012) | Brush Creek | Manor | Westmoreland County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1921 | 0 | Trimpey and Whipkey | 5 | 5 | 45 | 13.72 | 46 | 14.02 | 14 | 4.27 | https://historicbridges.org/pennsylvania/brushcreekroad/little_p1470732_small.jpg | https://historicbridges.org/pennsylvania/brushcreekroad/little_p1470732.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/brushcreekroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.331110,-79.665920 | |||||||||||||||
| 532 | Brush Hill Road Overpass | An intact example of a mid 20th Century Pennsylvania Turnpike overpass. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 40.327340 | -79.685580 | Pennsylvania Turnpike (I-76) | Brush Hill Road | Westmoreland | Westmoreland County, Pennsylvania | Pennsylvania | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1952 | 0 | Unknown | 2 | 2 | 40 | 12.19 | 44 | 13.41 | 68.2 | 20.79 | https://historicbridges.org/pennsylvania/brushhillroad/little_p1470768_small.jpg | https://historicbridges.org/pennsylvania/brushhillroad/little_p1470768.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/brushhillroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.327340,-79.685580 | |||||||||||||||||
| 534 | Bryce Road Bridge | This relatively old steel stringer bridge is skewed and features good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 38.7 ft (11.8 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 43.019570 | -82.644500 | Bryce Road | Pine River | Rural | St. Clair County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | 1923 | 0 | Unknown | 3 | 3 | 38.7 | 11.8 | 82 | 24.99 | 22 | 6.71 | https://historicbridges.org/michigan/bryce/bkg_07photos154_small.jpg | https://historicbridges.org/michigan/bryce/07photos430.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/bryce/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.019570,-82.644500 | |||||||||||||||||
| 535 | Buchanan Road Bridge | A representative example of 1950s small scale concrete bridge construction. The technical description of the main or most noteworthy span of the bridge is a 29 ft (8.84 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 43.248150 | -84.550210 | Buchanan Road | Drain Number 294 | Rural | Gratiot County, Michigan | Michigan | United States | Concrete | T-Beam | Fixed | 0 | 1 | 0 | 0 | 1952 | 0 | Unknown | Michigan State Highway Department | 1 | 2 | 29 | 8.84 | 30 | 9.14 | 23 | 7.01 | https://historicbridges.org/michigan/buchanan/little_img_3705_small.jpg | https://historicbridges.org/michigan/buchanan/little_img_3705.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/buchanan/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.248150,-84.550210 | ||||||||||||||||
| 536 | Bucholtz Highway Private Bridge | A beautiful private farm bridge associated with contracting agents Smith - Wynkoop and McGormley, this pony truss sits rotting away and unused. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio, Smith - Wynkoop and McGormley Agents. | 41.917830 | -83.780740 | Private Field Crossing | Little River Raisin South Branch | Rural | Lenawee County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 0 | Massillon Bridge Company of Massillon, Ohio, Smith - Wynkoop and McGormley Agents | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/truss/bucholtz/lenawee052_small.jpg | https://historicbridges.org/truss/bucholtz/lenawee055.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/bucholtz/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.917830,-83.780740 | ||||||||||||||
| 537 | ! | Fair River Road Bridge | Iowa Bridge Number 178910 | This bridge is a rare Iowa example of the uncommon double-intersection Warren truss and a rare, early bolted truss. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal bolt-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Unknown. | 41.435190 | -94.994620 | Fair River Road | East Nishnabotna River | Near Atlantic | Cass County, Iowa | Iowa | United States | Metal | Double-Intersection Warren | Bolt-Connected | Through | Truss | Fixed | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | Unknown | 7 | 8 | 150 | 45.72 | 200 | 60.96 | 15.7 | 4.79 | https://historicbridges.org/iowa/buckcreek/main_small.jpg | https://historicbridges.org/iowa/buckcreek/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/buckcreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.435190,-94.994620 | |||||||||
| 538 | Buckingham Road Bridge | This traditional pony truss with fair historic integrity has Armco guardrails improperly mounted on it. The technical description of the main or most noteworthy span of the bridge is a 54 ft (16.46 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 41.023060 | -82.717780 | Buckingham Road (TR-181) | Marsh Run | Rural | Huron County, Ohio | Ohio | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1922 | 1991 | Unknown | 5 | 5 | 54 | 16.46 | 60 | 18.29 | 17 | 5.18 | https://historicbridges.org/ohio/buckingham/little_img_8920_small.jpg | https://historicbridges.org/ohio/buckingham/little_img_8922.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/buckingham/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.023060,-82.717780 | ||||||||||||||
| 539 | Buckwalter Farm Lane Bridge | This three span bridge carries an abandoned railroad line over a dead end road. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. | 40.110130 | -75.536110 | Railroad (Abandoned Pennsylvania Railroad) | Buckwalter Farm Lane (Sycamore Lane)) | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Deck | Girder | Fixed | 0 | 3 | 0 | 0 | 0 | 0 | Unknown | 2 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/buckwalterrdprrfrazerbranch/little_buckwalterroad008_small.jpg | https://historicbridges.org/pennsylvania/buckwalterrdprrfrazerbranch/little_buckwalterroad008.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/buckwalterrdprrfrazerbranch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.110130,-75.536110 | ||||||||||||||||
| 541 | Buffalo Run Road Bridge | A small, early example of a truss bridge with riveted connections. The technical description of the main or most noteworthy span of the bridge is a 37 ft (11.28 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 39.059070 | -81.622170 | Buffalo Run Road (CR-25/8) | Pond Creek | Rural | Wood County, West Virginia | West Virginia | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1905 | 1984 | Unknown | 5 | 5 | 37 | 11.28 | 38 | 11.58 | 12.5 | 3.81 | https://historicbridges.org/wvirginia/buffalorun/07march0942_small.jpg | https://historicbridges.org/wvirginia/buffalorun/07march0944.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/buffalorun/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.059070,-81.622170 | ||||||||||||||
| 542 | Bullfrog Road Bridge | This bridge is an impressive example of its type, and the only one in the county. The technical description of the main or most noteworthy span of the bridge is a 179 ft (54.56 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by York Bridge Company of York, Pennsylvania. | 39.695610 | -77.240150 | Bullfrog Road | Monocacy River | Rural | Frederick County, Maryland | Maryland | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1908 | 1995 | York Bridge Company of York, Pennsylvania | 7 | 8 | 179 | 54.56 | 183 | 55.78 | 13 | 3.96 | https://historicbridges.org/maryland/bullfrog/little_pict4049_small.jpg | https://historicbridges.org/maryland/bullfrog/little_pict4048.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/bullfrog/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.695610,-77.240150 | ||||||||||||||
| 544 | Burkhardt Drive Bridge | Boulder Bridge | This bridge appears to be a rare spandrel braced three-hinged arch bridge. The technical description of the main or most noteworthy span of the bridge is a metal three-hinged Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily built by Unknown. | 41.863220 | -87.698270 | Burkhardt Drive | Douglass Park Lake | Chicago | Cook County, Illinois | Illinois | United States | Metal | Solid Ribbed Spandrel Braced | Three-Hinged | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 8 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/burkhardt/little_dscf3003_small.jpg | https://historicbridges.org/illinois/burkhardt/little_p1250042_3_4_fused.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/burkhardt/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.863220,-87.698270 | |||||||||||||
| 545 | Burkittsville Road Bridge | Green Bridge | Skewed, this bridge is also a good example of a standard plan truss in Maryland. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Roanoke Iron and Bridge Works of Roanoke, Virginia. | 39.428190 | -77.556040 | Burkittsville Road | Catoctin Creek | Rural | Frederick County, Maryland | Maryland | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1934 | 0 | Roanoke Iron and Bridge Works of Roanoke, Virginia | 5 | 5 | 140 | 42.67 | 146 | 44.5 | 30 | 9.14 | https://historicbridges.org/maryland/burkittsville/little_pict3639_small.jpg | https://historicbridges.org/maryland/burkittsville/little_pict3639.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/burkittsville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.428190,-77.556040 | |||||||||||||
| 546 | Burlington Canal Lift Bridge | Although a late example of its type, this landmark bridge has a very long lift span. The technical description of the main or most noteworthy span of the bridge is a 380 ft (115.82 m) metal rivet-connected Polygonal Warren through truss, movable: vertical lift, Tower Drive. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. The bridge was primarily designed by C. C. Parker and Associates of Hamilton, Ontario. | 43.299100 | -79.795420 | Beach Boulevard (Eastport Drive) | Burlington Canal | Burlington and Hamilton | Halton Region, Ontario and Hamilton City, Ontario | Ontario | Canada | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Movable: Vertical Lift | Tower Drive | 12 | 1 | 0 | 0 | 1962 | 1982 | Hamilton Bridge Company of Hamilton, Ontario | C. C. Parker and Associates of Hamilton, Ontario | 6 | 7 | 380 | 115.82 | 0 | 0 | 65 | 19.81 | https://historicbridges.org/ontario/burlingtoncanalliftbridge/little_day1burlingtonlift11928_small.jpg | https://historicbridges.org/ontario/burlingtoncanalliftbridge/little_day1burlingtonlift11928.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/burlingtoncanalliftbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.299100,-79.795420 | ||||||||||||
| 548 | Burns Road Culvert | The railings on this culvert look like they came from a light-weight truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 42.934610 | -82.611710 | Burns Road | Local Drain | Rural | St. Clair County, Michigan | Michigan | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 2 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/other/burns/PICT0180_small.jpg | https://historicbridges.org/other/burns/PICT0180.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/burns/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.934610,-82.611710 | ||||||||||||||
| 549 | Burnt Mill Road Bridge | This bridge demonstrates a transitition from pinned to riveted connections. The technical description of the main or most noteworthy span of the bridge is a 112 ft (34.14 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 39.647580 | -78.128520 | Burnt Mill Road (CR-113) | Sleepy Creek | Rural | Morgan County, West Virginia | West Virginia | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | Concrete | Stringer (Multi-Beam) | Fixed | 0 | Continuous | 6 | 1911 | 0 | Unknown | 6 | 7 | 112 | 34.14 | 262.2 | 79.92 | 11.5 | 3.51 | https://historicbridges.org/wvirginia/burntmill/little_p1210289_small.jpg | https://historicbridges.org/wvirginia/burntmill/little_p1210289.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/burntmill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.647580,-78.128520 | ||||||||||
| 550 | Burnt Mill Road Bridge | This is an extremely early surviving example of this regionally prolific and noteworthy bridge builder, and it has some unusual details. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Pittsburgh Bridge Company of Pittsburgh, Pennsylvania. | 40.104490 | -77.560630 | Burnt Mill Road | Conodoguinet Creek | Rural | Franklin County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1885 | 0 | Pittsburgh Bridge Company of Pittsburgh, Pennsylvania | 7 | 8 | 105 | 32 | 109 | 33.22 | 15.4 | 4.69 | https://historicbridges.org/pennsylvania/burntmill/little_img_4615_small.jpg | https://historicbridges.org/pennsylvania/burntmill/little_img_4615.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/burntmill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.104490,-77.560630 | ||||||||||||||
| 551 | Burr Street Bridge | One of the individually unique and beautiful bridges crossing one of the most important historic highways in the country. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) concrete rigid-frame, fixed. The bridge was primarily built by Daniel Deering Construction Company of Norwalk, Connecticut. | 41.194420 | -73.286110 | Burr Street | Merritt Parkway (CT-15) | Murray | Fairfield County, Connecticut | Connecticut | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1939 | 0 | Daniel Deering Construction Company of Norwalk, Connecticut | 6 | 6 | 72 | 21.95 | 82 | 24.99 | 30 | 9.14 | https://historicbridges.org/connecticut/burr/little_img_2339_small.jpg | https://historicbridges.org/connecticut/burr/little_img_2339.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/burr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.194420,-73.286110 | |||||||||||||||||
| 554 | Burson Road Bridge | Abandoned and buried in the woods, this is a very old surviving Pratt pony truss. The technical description of the main or most noteworthy span of the bridge is a 59 ft (17.98 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. | 40.633480 | -82.942490 | Burson Road (TR-62) | Flat Run | Rural | Morrow County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1883 | 0 | Massillon Bridge Company of Massillon, Ohio | 6 | 6 | 59 | 17.98 | 61 | 18.59 | 12.5 | 3.81 | https://historicbridges.org/ohio/burson5930839/little_burson5930839_1837_small.jpg | https://historicbridges.org/ohio/burson5930839/little_burson5930839_1837.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/burson5930839/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.633480,-82.942490 | ||||||||||||||
| 555 | Burt Road Bridge | This is Hillsdale County's last historic concrete arch bridge, serving a road that was once a trunkline, as unassuming as the road may seem today. The technical description of the main or most noteworthy span of the bridge is a 30.8 ft (9.39 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Beighton and Spaulding of Pioneer, Ohio. The bridge was primarily designed by Michigan State Highway Department. | 41.769700 | -84.573340 | Burt Road | Silver Creek | Rural | Hillsdale County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1918 | 2005 | Beighton and Spaulding of Pioneer, Ohio | Michigan State Highway Department | 5 | 8 | 30.8 | 9.39 | 35.8 | 10.91 | 20 | 6.1 | https://historicbridges.org/michigan/burt/PICT7950_small.jpg | https://historicbridges.org/michigan/burt/hbmebridges1239.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/burt/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.769700,-84.573340 | ||||||||||||||
| 556 | Burton's Ferry Bridge | This impressive truss bridge with a swing span has been abandoned with the swing span in the open position. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Parker through truss, movable: swing, Center Pier. The bridge was primarily built by Unknown. | 32.937430 | -81.502750 | US-301 (Abandoned Alignement) | Savannah River | Rural | Screven County, Georgia and Allendale County, South Carolina | Georgia and South Carolina | United States | Metal | Parker | Rivet-Connected | Through | Truss | Movable: Swing | Center Pier | 0 | 1 | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 7 | 0 | 1938 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/georgia/us301oversavannahriver_ga/little_330_small.jpg | https://historicbridges.org/georgia/us301oversavannahriver_ga/little_330.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=georgia/us301oversavannahriver_ga/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.937430,-81.502750 | |||||||
| 557 | L | Burton Street US-131 Bridge | This bridge retains good historic integrity and is part of a noteworthy and complex interchange system. The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 42.927850 | -85.681740 | Burton Street | US-131 | Grand Rapids | Kent County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | 1960 | 0 | Unknown | Michigan State Highway Department | 3 | 4 | 64 | 19.51 | 118.8 | 36.21 | 44 | 13.41 | https://historicbridges.org/michigan/burton131/little_burton_overpass_146_small.jpg | https://historicbridges.org/michigan/burton131/little_burton_overpass_146.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/burton131/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.927850,-85.681740 | |||||||||||||||
| 558 | L | Burton Street Railroad Overpass | This largely unaltered bridge has some interesting details and is also part of a noteworthy and complex interchange system. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal pin and hanger stringer (multi-beam), fixed. The bridge was primarily built by Darin and Armstrong, Inc of Detroit, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 42.927810 | -85.680750 | Burton Street | Railroad (Conrail, Norfolk Southern) | Grand Rapids | Kent County, Michigan | Michigan | United States | Metal | Pin and Hanger | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | 1958 | 0 | Darin and Armstrong, Inc of Detroit, Michigan | Michigan State Highway Department | 3 | 4 | 120 | 36.58 | 215 | 65.53 | 44 | 13.41 | https://historicbridges.org/michigan/burtonrr/little_burton_overpass_105_small.jpg | https://historicbridges.org/michigan/burtonrr/little_burton_overpass_105.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/burtonrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.927810,-85.680750 | ||||||||||||||
| 560 | Busway Ramp Bridge | Saw Mill Run Boulevard Bridge | This deck plate girder has an extreme skew and was built with Depression era relief funds. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. | 40.412050 | -80.010990 | Busway Ramp (Saw Mill Run Boulevard) | Liberty Avenue (US-19) | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Deck | Girder | Fixed | 0 | 1 | 0 | 0 | 1939 | 0 | Unknown | 4 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/buswaybridge/little_buswaybridge2153_small.jpg | https://historicbridges.org/pennsylvania/buswaybridge/little_buswaybridge2153.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/buswaybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.412050,-80.010990 | |||||||||||||||
| 561 | Buttermore Boulevard Bridge | This is a small but nicely proportioned concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 36 ft (10.97 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Farris Engineering (Bridge) Company of Pittsburgh, Pennsylvania. | 40.037000 | -79.578060 | Buttermore Boulevard | Whites Run | Connellsville | Fayette County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1918 | 0 | Farris Engineering (Bridge) Company of Pittsburgh, Pennsylvania | 6 | 6 | 36 | 10.97 | 39 | 11.89 | 22.6 | 6.89 | https://historicbridges.org/pennsylvania/buttermore/little_buttermore2070_small.jpg | https://historicbridges.org/pennsylvania/buttermore/little_buttermore2070.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/buttermore/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.037000,-79.578060 | |||||||||||||||
| 562 | Byram Road Bridge | Do not be tricked by this modern bridge trying to look like an old 1892 bridge! The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) non-historic, fixed. The bridge was primarily built by Unknown. | 41.006250 | -73.652420 | Byram Road | Railroad (Metro North) | East Port Chester | Fairfield County, Connecticut | Connecticut | United States | Non-Historic | Fixed | 0 | 1 | 0 | 0 | 1994 | 0 | Unknown | 0 | 0 | 70 | 21.34 | 74.2 | 22.62 | 17.4 | 5.3 | https://historicbridges.org/connecticut/byram/little_img_2131_small.jpg | https://historicbridges.org/connecticut/byram/little_img_2131.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/byram/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.006250,-73.652420 | ||||||||||||||||||
| 563 | Byron Railroad Bridge | An excellent and locally uncommon example of a railroad deck truss. The technical description of the main or most noteworthy span of the bridge is a 104 ft (31.7 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Toledo-Massillon Bridge Company of Toledo, Ohio. | 42.829620 | -83.954470 | Railroad (MDOT Owned) | Shiawassee River | Byron | Shiawassee County, Michigan | Michigan | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 8 | 1 | 0 | 0 | 0 | 0 | Toledo-Massillon Bridge Company of Toledo, Ohio | 5 | 7 | 104 | 31.7 | 104 | 31.7 | 11 | 3.35 | https://historicbridges.org/michigan/byron/little_dscf0197_small.jpg | https://historicbridges.org/michigan/byron/little_dscf0197.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/byron/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.829620,-83.954470 | ||||||||||||||
| 564 | CA-4 Middle River Bridge | This swing bridge is nicely contrasted with its pony truss approach spans. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal rivet-connected Pratt through truss, movable: swing, Center Pier. The bridge was primarily built by American Bridge Company of New York, New York. | 37.890930 | -121.489160 | CA-4 | Middle River | Rural | San Joaquin County, California | California | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Movable: Swing | Center Pier | 0 | 1 | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 3 | 1915 | 1975 | American Bridge Company of New York, New York | 6 | 7 | 130 | 39.62 | 547 | 166.73 | 19.7 | 6 | https://historicbridges.org/california/ca4middleriverbridge/little_day2_ca4middleriverbridge01113_small.jpg | https://historicbridges.org/california/ca4middleriverbridge/little_day2_ca4middleriverbridge01113.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/ca4middleriverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.890930,-121.489160 | |||||||
| 565 | CA-4 Old River Bridge | This is one of several attractive historic swing bridges along this stretch of CA-4 leading to Stockton. The technical description of the main or most noteworthy span of the bridge is a 132 ft (40.23 m) metal rivet-connected Pratt through truss, movable: swing, Center Pier. The bridge was primarily built by American Bridge Company of New York, New York. | 37.890760 | -121.569880 | CA-4 (California Delta Highway, Marengo Road) | Old River | Rural | Contra Costa County, California and San Joaquin County, California | California | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Movable: Swing | Center Pier | 0 | 1 | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 2 | 1915 | 1978 | American Bridge Company of New York, New York | 6 | 6 | 132 | 40.23 | 528 | 160.93 | 19.4 | 5.91 | https://historicbridges.org/california/ca4oldriver/little_day2_ca4oldriver01117_small.jpg | https://historicbridges.org/california/ca4oldriver/little_day2_ca4oldriver01213b.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/ca4oldriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.890760,-121.569880 | |||||||
| 566 | CA-4 San Joaquin River Bridge | This swing bridge has latticed end posts and a concrete approach span. The technical description of the main or most noteworthy span of the bridge is a 129 ft (39.32 m) metal rivet-connected Pratt through truss, movable: swing, Center Pier. The bridge was primarily built by E. H. Riley. | 37.928680 | -121.327790 | CA-4 | San Joaquin River | Stockton | San Joaquin County, California | California | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Movable: Swing | Center Pier | 0 | 1 | Concrete | T-Beam | Fixed | 0 | 1 | 1933 | 0 | E. H. Riley | 6 | 7 | 129 | 39.32 | 302 | 92.05 | 24 | 7.32 | https://historicbridges.org/california/ca4sanjoaquinriver/little_day2_ca4sanjoaquinriver01298_small.jpg | https://historicbridges.org/california/ca4sanjoaquinriver/little_day2_ca4sanjoaquinriver01298.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/ca4sanjoaquinriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.928680,-121.327790 | ||||||||||
| 567 | Chicago and North Western Railroad Powder Mill Creek Bridge | An attractive stone arch bridge sits off the beaten path, rewarding all who seek it. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 46.475420 | -90.070190 | Railroad (Abandoned Chicago and North Western) | Powder Mill Creek | Near Bessemer | Gogebic County, Michigan | Michigan | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/powdermill/IMG_0342_small.jpg | https://historicbridges.org/michigan/powdermill/IMG_0342.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/powdermill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.475420,-90.070190 | |||||||||||||||
| 568 | Chicago and North Western Railroad Bridge | An impressive truss railroad overpass, which has been bypassed by a modern bridge. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal rivet-connected Lattice (Quadruple Warren) through truss, fixed. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. | 43.026960 | -88.045190 | Railroad (Union Pacific) | Railroad (Rail-Trail, Hank Aaron State Trail) (Former Union Pacific) | Milwaukee | Milwaukee County, Wisconsin | Wisconsin | United States | Metal | Lattice (Quadruple Warren) | Rivet-Connected | Through | Truss | Fixed | 0 | 1 | 0 | 0 | 1910 | 0 | Pennsylvania Steel Company of Steelton, Pennsylvania | 8 | 7 | 175 | 53.34 | 175 | 53.34 | 0 | 0 | https://historicbridges.org/wisconsin/cnwoverpass/little_109_small.jpg | https://historicbridges.org/wisconsin/cnwoverpass/little_109.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/cnwoverpass/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.026960,-88.045190 | ||||||||||||||
| 569 | Chesapeake and Ohio Railroad Bridge | This is a gargantuan bridge and is composed of extremely massive members. The technical description of the main or most noteworthy span of the bridge is a 675 ft (205.74 m) metal continuous rivet-connected Modified Warren (Subdivided) through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois). | 39.091070 | -84.519560 | Railroad (CSX, Former Chesapeake and Ohio) | Ohio River | Cincinnati and Covington | Hamilton County, Ohio and Kenton County, Kentucky | Ohio and Kentucky | United States | Metal | Modified Warren (Subdivided) | Rivet-Connected | Through | Truss | Fixed | 20 | Continuous | 3 | Metal | Deck | Girder | Fixed | 0 | 0 | 1929 | 1974 | American Bridge Company of New York, New York | John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois) | 8 | 8 | 675 | 205.74 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/corail/little_pict1621_small.jpg | https://historicbridges.org/ohio/corail/little_pict1621.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/corail/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.091070,-84.519560 | ||||||||
| 570 | Cabot Street Bridge | This three span arch bridge includes attractive railings. The technical description of the main or most noteworthy span of the bridge is a 30.8 ft (9.39 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 42.196920 | -72.603140 | Cabot Street (MA-116 and MA-141) | 3rd Level Canal | Holyoke | Hampden County, Massachusetts | Massachusetts | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1894 | 0 | Unknown | 6 | 6 | 30.8 | 9.39 | 106 | 32.31 | 40 | 12.19 | https://historicbridges.org/massachusetts/cabot/little_pict8057_small.jpg | https://historicbridges.org/massachusetts/cabot/little_pict8057.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/cabot/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.196920,-72.603140 | |||||||||||||||
| 572 | Caldwell Road Bridge | With its builder-associated uniqu details, this is one of around a handful of surviving examples of bridges built by this company in the country. The technical description of the main or most noteworthy span of the bridge is a 113 ft (34.44 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Variety Iron Works of Cleveland, Ohio. | 40.746220 | -83.090460 | Caldwell Road (TR-33) | Sandusky River | Rural | Crawford County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1890 | 0 | Variety Iron Works of Cleveland, Ohio | 8 | 8 | 113 | 34.44 | 114.2 | 34.81 | 15.7 | 4.79 | https://historicbridges.org/ohio/caldwell/little_img_6877_small.jpg | https://historicbridges.org/ohio/caldwell/little_caldwellroadbridge0103_4_5_fused.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/caldwell/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.746220,-83.090460 | ||||||||||||||
| 574 | Caledonia Bridge | Espyville Bridge, Bowstring Bridge | A rare, and early example of a Wrought Iron Bridge Company bowstring, this bridge is long abandoned. The technical description of the main or most noteworthy span of the bridge is a metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 40.642430 | -82.965430 | Caledonia Northern Road (CR-194) | Olentangy River | Caledonia | Marion County, Ohio | Ohio | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Through | Truss | Fixed | 0 | 1 | 0 | 0 | 1873 | 0 | Wrought Iron Bridge Company of Canton, Ohio | 9 | 9 | 0 | 0 | 104 | 31.7 | 0 | 0 | https://historicbridges.org/ohio/caledonia/little_caledoniabowstring_308_small.jpg | https://historicbridges.org/ohio/caledonia/little_caledoniabowstring_308.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/caledonia/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.642430,-82.965430 | |||||||||||||
| 575 | Caledonia CSX Railroad Bridge | This bridge is one of two railroad truss bridges sitting side by side. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 40.637760 | -82.966670 | Railroad (CSX) | Whetstone Creek | Caledonia | Marion County, Ohio | Ohio | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/caledoniarr2/little_caledoniarr2_008_small.jpg | https://historicbridges.org/ohio/caledoniarr2/little_caledoniarr2_008.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/caledoniarr2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.637760,-82.966670 | ||||||||||||||
| 576 | Caledonia Erie Railroad Bridge | This is an outstanding and uncommon example of a lattice truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Lattice (Quadruple Warren) through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by C.W. Buckholtz. | 40.637920 | -82.966710 | Railroad (Abandoned Erie Railroad) | Whetstone Creek | Caledonia | Marion County, Ohio | Ohio | United States | Metal | Lattice (Quadruple Warren) | Rivet-Connected | Through | Truss | Fixed | 0 | 1 | 0 | 0 | 1901 | 0 | American Bridge Company of New York, New York | C.W. Buckholtz | 7 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/caledoniarr/little_caledoniarr_073_small.jpg | https://historicbridges.org/ohio/caledoniarr/little_caledoniarr_073.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/caledoniarr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.637920,-82.966710 | |||||||||||||
| 579 | California Avenue Bridge | This impressive monument features a higher degree of historic integrity than other Pittsburgh examples. The technical description of the main or most noteworthy span of the bridge is a 320 ft (97.54 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by John F. Casey Company of Pittsburgh, Pennsylvania. | 40.488317 | -80.046053 | California Avenue | Farragut Street and Jacks Run | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 1 | Concrete | Slab | Fixed | 0 | 14 | 1925 | 0 | John F. Casey Company of Pittsburgh, Pennsylvania | 8 | 8 | 320 | 97.54 | 770 | 234.7 | 38 | 11.58 | https://historicbridges.org/pennsylvania/california2/bkg_swpenn1037_small.jpg | https://historicbridges.org/pennsylvania/california2/swpenn072189.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/california2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.488317,-80.046053 | ||||||||||||
| 580 | California Avenue C and WI Railroad Overpass | Although individually undistinguished, this bridge is a representative example of its kind. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. | 41.836060 | -87.695020 | Railroad (Chicago and Western Indiana) | California Avenue | Chicago | Cook County, Illinois | Illinois | United States | Concrete | Slab | Fixed | 0 | 4 | 0 | 0 | 0 | 0 | Unknown | 1 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/californiarrnorth/little_p1190473_small.jpg | https://historicbridges.org/illinois/californiarrnorth/little_p1190473.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/californiarrnorth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.836060,-87.695020 | |||||||||||||||||
| 581 | California Avenue AT and SF Railroad Overpass | Although individually undistinguished, this bridge is a representative example of its kind. The technical description of the main or most noteworthy span of the bridge is a metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 41.833520 | -87.694950 | Railroad (Atchison, Topeka and Santa Fe Railway) | California Avenue | Chicago | Cook County, Illinois | Illinois | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 4 | 0 | 0 | 0 | 0 | Unknown | 1 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/californiarrsouth/little_p1190589_small.jpg | https://historicbridges.org/illinois/californiarrsouth/little_p1190589.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/californiarrsouth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.833520,-87.694950 | |||||||||||||||||
| 582 | Calis Majorsville Road Bridge | Warton Hill Road Bridge | This small arch bridge is noted as a Luten bridge design. The technical description of the main or most noteworthy span of the bridge is a 34 ft (10.36 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Luten Bridge Company of York, Pennsylvania. | 39.965750 | -80.519750 | Calis Majorsville Road (CR-26-1) | Whetstone Run | Rural | Marshall County, West Virginia | West Virginia | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1928 | 0 | Luten Bridge Company of York, Pennsylvania | 4 | 6 | 34 | 10.36 | 36 | 10.97 | 15.7 | 4.79 | https://historicbridges.org/wvirginia/wartonhillroad/little_wartonhillroad0081_small.jpg | https://historicbridges.org/wvirginia/wartonhillroad/little_wartonhillroad0081.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/wartonhillroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.965750,-80.519750 | ||||||||||||||
| 583 | Calvert Hill Road Bridge | This is a tiny but attractive pony truss on stone abutments. The technical description of the main or most noteworthy span of the bridge is a 46 ft (14.02 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. | 39.757350 | -80.128010 | Calvert Hill Road (TR-357) | Shannon Run | Rural | Greene County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1915 | 1919 | Unknown | 6 | 6 | 46 | 14.02 | 49 | 14.94 | 14.8 | 4.51 | https://historicbridges.org/pennsylvania/calverthillroad/little_calverthillroad1615_small.jpg | https://historicbridges.org/pennsylvania/calverthillroad/little_calverthillroad1615.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/calverthillroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.757350,-80.128010 | ||||||||||||||
| 584 | Calumet River Elgin, Joliet, and Eastern Railroad Bridge | Bridge 710 | This may not be the oldest of vertical lift bridges in Chicago, but its bright red paint and interesting shape make this an attractive gateway into Lake Michigan! The technical description of the main or most noteworthy span of the bridge is a 242 ft (73.76 m) metal rivet-connected Polygonal Warren through truss, movable: vertical lift, Tower Drive. The bridge was primarily built by American Bridge Company of New York, New York. | 41.728730 | -87.539450 | Railroad (Elgin, Joliet, and Eastern) | Calumet River | Chicago | Cook County, Illinois | Illinois | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Movable: Vertical Lift | Tower Drive | 8 | 1 | 0 | 2 | 1974 | 0 | American Bridge Company of New York, New York | 3 | 1 | 242 | 73.76 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/calumet2/main_small.jpg | https://historicbridges.org/illinois/calumet2/little_p1270260.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/calumet2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.728730,-87.539450 | ||||||||||||
| 585 | Calumet River Norfolk Southern Railroad Bridges | Once a group of five bridges, the three remaining impressive vertical lifts are excellent examples of Waddell and Harrington vertical lift bridges. The technical description of the main or most noteworthy span of the bridge is a 210 ft (64.01 m) metal rivet-connected Warren through truss, movable: vertical lift, Tower Drive. The bridge was primarily built by Kelly-Atkinson Construction Company of Chicago, Illinois. The bridge was primarily designed by Waddell and Harrington of Kansas City, Missouri. | 41.719440 | -87.543100 | Railroad (Various) | Calumet River | Chicago | Cook County, Illinois | Illinois | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Vertical Lift | Tower Drive | 8 | 1 | 0 | 2 | 1912 | 0 | Kelly-Atkinson Construction Company of Chicago, Illinois | Waddell and Harrington of Kansas City, Missouri | 8 | 9 | 210 | 64.01 | 210 | 64.01 | 31.25 | 9.53 | https://historicbridges.org/illinois/calumet/little_p1270081_small.jpg | https://historicbridges.org/illinois/calumet/little_p1270081.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/calumet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.719440,-87.543100 | ||||||||||||
| 588 | ! | Camborne Bridge | This unusual, small deck plate girder bridge is noted for its attractive lattice railing. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Ontario Bridge Company of Toronto, Ontario. | 44.035660 | -78.222950 | Albert's Alley | Branch Cobourg Brook | Rural | Northumberland County, Ontario | Ontario | Canada | Metal | Deck | Girder | Fixed | 0 | 1 | 0 | 0 | 1934 | 0 | Ontario Bridge Company of Toronto, Ontario | 4 | 5 | 0 | 0 | 0 | 0 | 15.1 | 4.6 | https://historicbridges.org/ontario/albertsalley/little_albertsalley4566_7_8_tonemappeds_small.jpg | https://historicbridges.org/ontario/albertsalley/little_albertsalley4566_7_8_tonemappeds.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/albertsalley/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.035660,-78.222950 | |||||||||||||||
| 589 | Cambridge Road Bridge | A rare example of a recently rehabilitated through plate girder bridge in Pennsylvania. The technical description of the main or most noteworthy span of the bridge is a 43 ft (13.11 m) metal through girder, fixed. The bridge was primarily built by York Bridge Company of York, Pennsylvania. The bridge was primarily designed by Nathan R. Rambo. | 40.080980 | -75.926860 | Cambridge Road (PA-4010) | Honey Brook Branch | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 1 | Stone | Semicircular | Deck | Arch | Fixed | 0 | 2 | 1910 | 0 | York Bridge Company of York, Pennsylvania | Nathan R. Rambo | 5 | 5 | 43 | 13.11 | 55 | 16.76 | 15.7 | 4.79 | https://historicbridges.org/pennsylvania/bridge232eruray/little_bridge232016_small.jpg | https://historicbridges.org/pennsylvania/bridge232eruray/little_bridge232016.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge232eruray/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.080980,-75.926860 | ||||||||||
| 592 | Camden Place Rail Bridge | Marking the northern extremity of the navigable Mississippi River, this is an extremely unusual deck cantilever truss bridge. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal cantilever rivet-connected Warren deck truss, fixed. The bridge was primarily built by Minneapolis Steel and Machinery Company of Minneapolis, Minnesota. | 45.029380 | -93.281530 | Railroad (Canadian Pacific) | Mississippi River and St. Anthony Parkway | Minneapolis | Hennepin County, Minnesota | Minnesota | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 0 | Cantilever | 3 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 0 | 8 | 1905 | 1936 | Minneapolis Steel and Machinery Company of Minneapolis, Minnesota | 7 | 8 | 125 | 38.1 | 904 | 275.54 | 0 | 0 | https://historicbridges.org/minnesota/42ndaverailroad/little_42ndaverailroad4986_small.jpg | https://historicbridges.org/minnesota/42ndaverailroad/little_42ndaverailroad4986.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/42ndaverailroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.029380,-93.281530 | |||||||
| 593 | Cameron Road Bridge | A scenic rural truss bridge with a highly unusual modified double-intersection Warren truss configuration. The technical description of the main or most noteworthy span of the bridge is a 135 ft (41.15 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Unknown. | 42.766960 | -81.847240 | Cameron Road | Sydenham River | Brooke-Alvinston Township | Lambton County, Ontario | Ontario | Canada | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 135 | 41.15 | 135 | 41.15 | 0 | 0 | https://historicbridges.org/truss/cameron/little_pict5019_small.jpg | https://historicbridges.org/truss/cameron/little_pict5019.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/cameron/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.766960,-81.847240 | ||||||||||||||
| 594 | Campbell Bridge | This is a locally noteworthy example of an unaltered standard Ontario rigid-frame bridge. The technical description of the main or most noteworthy span of the bridge is a concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 43.119390 | -79.667360 | Grimsby Road 16 | 20 Mile Creek | Lincoln | Niagara Region, Ontario | Ontario | Canada | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1962 | 0 | Unknown | 1 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/grimsbyroad16/little_p1400645_small.jpg | https://historicbridges.org/ontario/grimsbyroad16/little_p1400645.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/grimsbyroad16/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.119390,-79.667360 | |||||||||||||||||
| 595 | Camp Berry Bridge | An attractive pony truss located in a wooded setting. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. | 40.961250 | -83.659310 | Camp Berry Road | Eagle Creek | Rural | Hancock County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/campberry/little_img_0039_small.jpg | https://historicbridges.org/ohio/campberry/little_img_0039.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/campberry/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.961250,-83.659310 | ||||||||||||||
| 597 | Canadian National Railway Truss Bridge | This abandoned swing bridge is a beautiful heritage landmark for users of the nearby Rotary Greenway Trail. The technical description of the main or most noteworthy span of the bridge is a 217.5 ft (66.29 m) metal rivet-connected Warren through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Central Bridge and Engineering Company of Peterborough, Ontario. | 44.351630 | -78.292530 | Railroad (Abandoned Canadian National) | Trent-Severn Waterway | Peterborough | Peterborough County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 0 | 1 | 0 | 0 | 1898 | 0 | Central Bridge and Engineering Company of Peterborough, Ontario | 7 | 8 | 217.5 | 66.29 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/peterborougharmourroadrr/little_p1590063_small.jpg | https://historicbridges.org/ontario/peterborougharmourroadrr/little_p1590063.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/peterborougharmourroadrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.351630,-78.292530 | |||||||||||||
| 598 | Canadian National Railway Girder Bridge | This railway plate girder swing bridge is a nice contrast to the two railway truss swing bridges in Peterborough. The technical description of the main or most noteworthy span of the bridge is a metal through girder, movable: swing, Center Bearing Center Pier. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. | 44.291540 | -78.306950 | Railroad (Canadian National) | Otonabee River (Trent-Severn Waterway) | Peterborough | Peterborough County, Ontario | Ontario | Canada | Metal | Through | Girder | Movable: Swing | Center Bearing Center Pier | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 2 | 1888 | 0 | Hamilton Bridge Company of Hamilton, Ontario | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/peterboroughrrplategirderswing/little_p1590464_small.jpg | https://historicbridges.org/ontario/peterboroughrrplategirderswing/little_p1590464.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/peterboroughrrplategirderswing/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.291540,-78.306950 | |||||||||||
| 599 | Canadian Pacific Railway Bridge | This impressive bridge could be throught of as two bridges since a causeway connects two parts of the structure. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. | 44.299400 | -78.316810 | Railroad (Canadian Pacific) | Otonabee River | Peterborough | Peterborough County, Ontario | Ontario | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 2 | Metal | Through | Girder | Fixed | 0 | 2 | 1913 | 0 | Hamilton Bridge Company of Hamilton, Ontario | 7 | 7 | 125 | 38.1 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/peterboroughrrtruss/little_p1590362_small.jpg | https://historicbridges.org/ontario/peterboroughrrtruss/little_p1590362.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/peterboroughrrtruss/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.299400,-78.316810 | ||||||||||
| 600 | Canadian Pacific Railway Swing Bridge | Bridge Number 25 | This impressive swing bridge continues to operate for trains and boats as needed and is easy to view. The technical description of the main or most noteworthy span of the bridge is a 187 ft (57 m) metal rivet-connected Warren through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Central Bridge and Engineering Company of Peterborough, Ontario. | 44.302470 | -78.302490 | Railroad (Canadian Pacific) | Trent-Severn Waterway | Peterborough | Peterborough County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 0 | 1 | 0 | 0 | 1898 | 0 | Central Bridge and Engineering Company of Peterborough, Ontario | 7 | 8 | 187 | 57 | 190 | 57.91 | 0 | 0 | https://historicbridges.org/ontario/peterboroughrrswing/little_p1590261_small.jpg | https://historicbridges.org/ontario/peterboroughrrswing/little_p1590261.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/peterboroughrrswing/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.302470,-78.302490 | ||||||||||||
| 601 | Canal Lake Bridge | Hole in the Wall Bridge | This National Historic Site of Canada is the oldest known concrete arch in Canada and an exceedingly rare Melan arch bridge. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Department of Railways and Canals. | 44.558210 | -79.046050 | Centennial Park Road (Highway 33) | Canal Lake (Trent-Severn Waterway) | Rural | Kawartha Lakes City, Ontario | Ontario | Canada | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1905 | 1987 | Unknown | Department of Railways and Canals | 10 | 10 | 60 | 18.29 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/canallake/little_p1570414_small.jpg | https://historicbridges.org/ontario/canallake/little_p1570414.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/canallake/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.558210,-79.046050 | |||||||||||||
| 603 | Canal Road Bridge | Millard's Highway Bridge, Bridge E-224 | A rehabilitated one-lane through truss bridge adds to the rich heritage of the Erie Canal. The technical description of the main or most noteworthy span of the bridge is a 148 ft (45.11 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Empire Engineering of New York, New York. | 43.193540 | -78.633150 | Canal Road | Erie Canal (New York State Barge Canal) | Rural | Niagara County, New York | New York | United States | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Concrete | Slab | Fixed | 0 | 2 | 1910 | 1992 | Empire Engineering of New York, New York | 7 | 6 | 148 | 45.11 | 192 | 58.52 | 14 | 4.27 | https://historicbridges.org/truss/canalrd/little_img_0116_small.jpg | https://historicbridges.org/truss/canalrd/little_img_0116.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/canalrd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.193540,-78.633150 | ||||||||||
| 605 | Canal Street Bridge | This trunnion bascule bridge was built by the Mount Vernon Bridge Company of Ohio. The technical description of the main or most noteworthy span of the bridge is a 254 ft (77.42 m) metal rivet-connected Pratt pony truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Mount Vernon Bridge Company of Mount Vernon, Ohio. The bridge was primarily designed by City of Chicago. | 41.854670 | -87.638710 | Canal Street | South Branch Chicago River | Chicago | Cook County, Illinois | Illinois | United States | Metal | Pratt | Rivet-Connected | Pony | Truss | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 1949 | 0 | Mount Vernon Bridge Company of Mount Vernon, Ohio | City of Chicago | 7 | 6 | 254 | 77.42 | 350 | 106.68 | 44 | 13.41 | https://historicbridges.org/illinois/canal/little_dscf2607_small.jpg | https://historicbridges.org/illinois/canal/little_dscf2607.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/canal/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.854670,-87.638710 | |||||||||
| 606 | Canal Street Railroad Bridge | Pennsylvania Railroad Bridge 458 | The heaviest vertical lift span when built, with 195 foot high towers, this is the only vertical lift near downtown Chicago. The technical description of the main or most noteworthy span of the bridge is a 272.8 ft (83.15 m) metal rivet-connected Parker through truss, movable: vertical lift, Span Drive. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. The bridge was primarily designed by Waddell and Harrington of Kansas City, Missouri. | 41.855660 | -87.636910 | Railroad (Amtrak, Metra Heritage Corridor, and Metra SouthWest Service) | South Branch Chicago River | Chicago | Cook County, Illinois | Illinois | United States | Metal | Parker | Rivet-Connected | Through | Truss | Movable: Vertical Lift | Span Drive | 10 | 1 | 0 | 2 | 1915 | 0 | Pennsylvania Steel Company of Steelton, Pennsylvania | Waddell and Harrington of Kansas City, Missouri | 8 | 7 | 272.8 | 83.15 | 387.8 | 118.2 | 19.5 | 5.94 | https://historicbridges.org/illinois/sblift/little_dscf2493_small.jpg | https://historicbridges.org/illinois/sblift/little_dscf2493.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/sblift/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.855660,-87.636910 | |||||||||||
| 607 | Canaan Road Culvert | This is an intact stone arch culvert that also features lattice railings. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 40.556920 | -82.870510 | Canaan Road (CR-27) | Branch Big Run | Rural | Morrow County, Ohio | Ohio | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 0 | 0 | 0 | 0 | 0 | Unknown | 3 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/cr27/little_cr27_1536_small.jpg | https://historicbridges.org/ohio/cr27/little_cr27_1536.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/cr27/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.556920,-82.870510 | |||||||||||||||
| 608 | Canaseraga Creek Bridge | Long abandoned, this bridge has lightweight trusses that retain integrity, but its approaches are gone. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 42.607700 | -77.730100 | Abandoned Road | Canaseraga Creek | Rural | Livingston County, New York | New York | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/canaserage/little_dansvilleflats9_purple1_small.jpg | https://historicbridges.org/newyork/canaserage/little_dansvilleflats9_purple1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/canaserage/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.607700,-77.730100 | ||||||||||||||
| 609 | Caneadea Bridge | With an impressive span length, ornate portal and plaque, and unusual design, this is a significant bridge. The technical description of the main or most noteworthy span of the bridge is a 245.7 ft (74.89 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. | 42.385110 | -78.149290 | Hill Road (CR-46) | Genesee River | Caneadea | Allegany County, New York | New York | United States | Metal | Camelback | Pin-Connected | Through | Truss | Fixed | 16 | 1 | 0 | 0 | 1903 | 1973 | Groton Bridge Company of Groton, New York | 8 | 9 | 245.7 | 74.89 | 253 | 77.11 | 14.8 | 4.51 | https://historicbridges.org/newyork/caneadea/bkg_newyork098_small.jpg | https://historicbridges.org/newyork/caneadea/newyork0309.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/caneadea/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.385110,-78.149290 | ||||||||||||||
| 611 | Canyon Falls Bridge | This graceful arch bridge is one of two distinctive steel deck arch bridges in the Upper Penninsula. The technical description of the main or most noteworthy span of the bridge is a 128 ft (39.01 m) metal two-hinged Solid Ribbed deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 46.625240 | -88.470200 | US-41 | Sturgeon River | Rural | Baraga County, Michigan | Michigan | United States | Metal | Solid Ribbed | Two-Hinged | Deck | Arch | Fixed | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1947 | 1998 | Unknown | Michigan State Highway Department | 7 | 8 | 128 | 39.01 | 232 | 70.71 | 42 | 12.8 | https://historicbridges.org/michigan/us41sturgeonriver/little_us41sturgeonriver91_small.jpg | https://historicbridges.org/michigan/us41sturgeonriver/little_us41sturgeonriver91.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/us41sturgeonriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.625240,-88.470200 | ||||||||||
| 615 | ! | Card Road Bridge | This beautiful bridge, filled with history and memories, today facing demolition! The technical description of the main or most noteworthy span of the bridge is a 76.8 ft (23.41 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 42.695890 | -82.898990 | Card Road | North Branch Clinton River | Rural | Macomb County, Michigan | Michigan | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1910 | 0 | Unknown | 6 | 7 | 76.8 | 23.41 | 81 | 24.69 | 16.4 | 5 | https://historicbridges.org/truss/card/1bkg_hbme_354_small.jpg | https://historicbridges.org/truss/card/1hbme_162.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/card/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.695890,-82.898990 | |||||||||||||
| 620 | Cardington Railroad Bridge | This is a small scale concrete arch railroad bridge. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 40.501290 | -82.895570 | Railroad (Conrail) | Whetstone Creek | Cardington | Morrow County, Ohio | Ohio | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1926 | 0 | Unknown | 4 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/cardington/little_cardington_1231_small.jpg | https://historicbridges.org/ohio/cardington/little_cardington_1231.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/cardington/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.501290,-82.895570 | |||||||||||||||
| 621 | Cardington Western Road Bridge | This is an unusual and altered concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 52.2 ft (15.91 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 40.499070 | -82.914480 | Cardington Western Road (CR-11) | Whetstone Creek | Rural | Morrow County, Ohio | Ohio | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1924 | 0 | Unknown | 4 | 5 | 52.2 | 15.91 | 158 | 48.16 | 20 | 6.1 | https://historicbridges.org/ohio/cardingtonwestern_concrete_5931509/little_cardingtonwestern_concrete_5931509_1097_small.jpg | https://historicbridges.org/ohio/cardingtonwestern_concrete_5931509/little_cardingtonwestern_concrete_5931509_1097.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/cardingtonwestern_concrete_5931509/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.499070,-82.914480 | |||||||||||||||
| 622 | Cardington Western Road Culvert | This is a large stone culvert that has been altered somewhat on one side. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 40.499160 | -82.916050 | Cardington Western Road (CR-11) | Big Run | Rural | Morrow County, Ohio | Ohio | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/cardingtonwestern_stone/little_cardingtonwestern_stone_1075_small.jpg | https://historicbridges.org/ohio/cardingtonwestern_stone/little_cardingtonwestern_stone_1075.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/cardingtonwestern_stone/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.499160,-82.916050 | |||||||||||||||
| 624 | Carillon Park Bridge | Lower Gratis Road Bridge | This ornate, extremely old example of a Whipple truss features the highly unusual chords, members, and connections of its builder. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Columbia Bridge Works of Dayton, Ohio. | 39.728510 | -84.203410 | Carillon Park Walkway | Shallow Depression | Dayton | Montgomery County, Ohio | Ohio | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1881 | 1984 | Columbia Bridge Works of Dayton, Ohio | 8 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/carillon/little_pict0633_small.jpg | https://historicbridges.org/ohio/carillon/little_pict0633.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/carillon/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.728510,-84.203410 | |||||||||||||
| 626 | Carlton Bridge | This impressive vertical lift bridge originally carried a highway deck on top in addition to a railroad deck below. The technical description of the main or most noteworthy span of the bridge is a 330 ft (100.58 m) metal rivet-connected Warren deck truss, movable: vertical lift. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by J. A. L. Waddell. | 43.911360 | -69.808960 | Railroad (Maine Eastern Railroad) and US-1 (Abandoned Alignment) | Kennebec River | Bath | Sagadahoc County, Maine | Maine | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Movable: Vertical Lift | 9 | 1 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 12 | 22 | 1926 | 1976 | McClintic-Marshall Company of Pittsburgh, Pennsylvania | J. A. L. Waddell | 8 | 8 | 330 | 100.58 | 3098 | 944.27 | 24 | 7.32 | https://historicbridges.org/maine/carltonbridge/little_carltonbridge014_small.jpg | https://historicbridges.org/maine/carltonbridge/little_carltonbridge014.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maine/carltonbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.911360,-69.808960 | |||||||
| 628 | Carmel Achor Road Bridge | Negley Bridge | A gorgeous and ancient Columbia Bridge Works of Dayton, Ohio bridge featuring their trademark unusual design. The technical description of the main or most noteworthy span of the bridge is a 155.8 ft (47.49 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Columbia Bridge Works of Dayton, Ohio. | 40.775160 | -80.543070 | Carmel Achor Road (TR-1026) | North Fork Little Beaver Creek | Achor (Rural) | Columbiana County, Ohio | Ohio | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 11 | 1 | 0 | 0 | 1882 | 2002 | Columbia Bridge Works of Dayton, Ohio | 8 | 8 | 155.8 | 47.49 | 160 | 48.77 | 15.4 | 4.69 | https://historicbridges.org/ohio/caramelachor/little_pict0601_small.jpg | https://historicbridges.org/ohio/caramelachor/little_pict0601.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/caramelachor/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.775160,-80.543070 | |||||||||||||
| 629 | Carmody Road Bridge | A rare example of a curved t-beam with a heavy skew. The technical description of the main or most noteworthy span of the bridge is a 103 ft (31.39 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 42.157360 | -86.336250 | Carmody Road | I-94 | Rural | Berrien County, Michigan | Michigan | United States | Concrete | Curved | T-Beam | Fixed | 0 | Continuous | 4 | 0 | 0 | 1960 | 0 | Unknown | Michigan State Highway Department | 3 | 4 | 103 | 31.39 | 361 | 110.03 | 26 | 7.92 | https://historicbridges.org/michigan/carmody/bkg_hbmebridges141_small.jpg | https://historicbridges.org/michigan/carmody/hbmebridges0461.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/carmody/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.157360,-86.336250 | ||||||||||||||
| 630 | Carney Railroad Overpass | This impressive bridge has a distinct tunnel-like feeling to it. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 40.307120 | -79.442070 | Railroad (Norfolk Southern) | Buffenmeyer Road | Rural | Westmoreland County, Pennsylvania | Pennsylvania | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/carney/swpenn072573_small.jpg | https://historicbridges.org/pennsylvania/carney/swpenn072573.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/carney/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.307120,-79.442070 | |||||||||||||||
| 631 | Carothers Avenue Bridge | Glendale Bridge | This extremely long span pony truss bridge is listed as the longest simple Warren pony truss span in the entire state! The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by James F. Powers. The bridge was primarily designed by Allegheny County Department of Public Works. | 40.402160 | -80.088570 | Carothers Avenue (3rd Street) | Chartiers Creek | Carnegie | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 8 | 1 | 0 | 0 | 1927 | 1979 | James F. Powers | Allegheny County Department of Public Works | 7 | 7 | 140 | 42.67 | 146 | 44.5 | 28 | 8.53 | https://historicbridges.org/pennsylvania/carothers/little_dscf6853_small.jpg | https://historicbridges.org/pennsylvania/carothers/little_dscf6853.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/carothers/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.402160,-80.088570 | ||||||||||||
| 632 | Carp River Railroad Bridge | This is a small, abandoned railroad bridge right on the shore of Lake Superior. The technical description of the main or most noteworthy span of the bridge is a wood stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 46.518670 | -87.383970 | Railroad (Abandoned) | Carp River | Marquette | Marquette County, Michigan | Michigan | United States | Wood | Stringer (Multi-Beam) | Fixed | 0 | 8 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/carpwood/little_img_0118_small.jpg | https://historicbridges.org/michigan/carpwood/little_img_0118.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/carpwood/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.518670,-87.383970 | |||||||||||||||||
| 633 | Carpenter Road Bridge | The aesthetic treatment of this stringer bridge differs from the standard plan in several ways. The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Brighton and Wing. | 43.076111 | -83.654167 | Carpenter Road | Flint River | Flint | Genesee County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | 1948 | 0 | Brighton and Wing | 1 | 2 | 64 | 19.51 | 131 | 39.93 | 30 | 9.14 | https://historicbridges.org/michigan/carpenter/little_dscf8322_small.jpg | https://historicbridges.org/michigan/carpenter/little_dscf8322.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/carpenter/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.076111,-83.654167 | |||||||||||||||||
| 634 | Carquinez Bridge | Eastbound I-80 Bridge | This large cantilever bridge takes on the overall shape of an earlier, now-demolished cantilever truss, but instead displays period construction details. The technical description of the main or most noteworthy span of the bridge is a 1100 ft (335.28 m) metal bolt-connected Baltimore through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 38.061380 | -122.225280 | I-80 (Eastbound) | Carquinez Strait and Railroad (Union Pacific) | Crockett and Vallejo | Contra Costa County, California and Solano County, California | California | United States | Metal | Baltimore | Bolt-Connected | Through | Truss | Fixed | 0 | 5 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 28 | 1958 | 0 | American Bridge Company of New York, New York | 6 | 6 | 1100 | 335.28 | 5209 | 1587.7 | 51.8 | 15.79 | https://historicbridges.org/california/carquinez/little_day4_carquinezbridge04911_small.jpg | https://historicbridges.org/california/carquinez/little_day4_carquinezbridge04911.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/carquinez/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.061380,-122.225280 | ||||||||||
| 635 | Carroll Street Bridge | This is one of the only known operable retractile bridges in North America. The technical description of the main or most noteworthy span of the bridge is a 107 ft (32.61 m) metal through girder, movable: retractile. The bridge was primarily built by New Jersey Steel and Iron Company of Trenton, New Jersey. The bridge was primarily designed by Brooklyn Department of City Works. | 40.678160 | -73.989120 | Carroll Street | Gowanus Canal | New York | Brooklyn, New York | New York | United States | Metal | Through | Girder | Movable: Retractile | 0 | 2 | 0 | 0 | 1889 | 1989 | New Jersey Steel and Iron Company of Trenton, New Jersey | Brooklyn Department of City Works | 10 | 10 | 107 | 32.61 | 107 | 32.61 | 17.7 | 5.39 | https://historicbridges.org/newyork/carroll/little_carrollstreetadd_0979_80_81vib_small.jpg | https://historicbridges.org/newyork/carroll/little_carrollstreetadd_0979_80_81vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/carroll/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.678160,-73.989120 | |||||||||||||||
| 636 | Carrying Place Bridge | A heritage bridge was demolished and replaced with this bridge that immitates the heritage bridge. The technical description of the main or most noteworthy span of the bridge is a metal non-historic, movable: swing, Center Pier. The bridge was primarily built by Unknown. | 44.056370 | -77.597240 | Loyalist Parkway (CR-33) | Murray Canal (Trent-Severn Waterway) | Carrying Place | Northumberland County, Ontario | Ontario | Canada | Metal | Non-Historic | Movable: Swing | Center Pier | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/murraycr33/little_p1040692_small.jpg | https://historicbridges.org/ontario/murraycr33/little_p1040692.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/murraycr33/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.056370,-77.597240 | ||||||||||||||||
| 637 | Carson Street Railroad Bridges | An impressive pair of identical truss bridges sitting side by side. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Modified Warren through truss, fixed. The bridge was primarily built by Unknown. | 40.464960 | -80.053260 | Railroad (CSX) | Chartiers Creek | McKees Rocks | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Modified Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/carsonstreetrr/swpenn070263_small.jpg | https://historicbridges.org/pennsylvania/carsonstreetrr/swpenn070263.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/carsonstreetrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.464960,-80.053260 | ||||||||||||||
| 638 | Carson Street Bridge | This bridge is actually a very tall pony truss to which overhead bracing was added. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Allegheny County Department of Public Works. | 40.464870 | -80.053540 | Carson Street | Chartiers Creek | McKees Rocks | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1925 | 1978 | McClintic-Marshall Company of Pittsburgh, Pennsylvania | Allegheny County Department of Public Works | 5 | 5 | 140 | 42.67 | 144 | 43.89 | 34 | 10.36 | https://historicbridges.org/pennsylvania/carsonstreet/bkg_swpenn1072_small.jpg | https://historicbridges.org/pennsylvania/carsonstreet/swpenn072301.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/carsonstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.464870,-80.053540 | |||||||||||||
| 639 | Carter Road Bridge | This structure has been severely altered. The technical description of the main or most noteworthy span of the bridge is a 220.2 ft (67.12 m) metal rivet-connected Parker through truss, movable: vertical lift, Span Drive. The bridge was primarily built by Mount Vernon Bridge Company of Mount Vernon, Ohio. | 41.494310 | -81.697870 | Carter Road | Cuyahoga River | Cleveland | Cuyahoga County, Ohio | Ohio | United States | Metal | Parker | Rivet-Connected | Through | Truss | Movable: Vertical Lift | Span Drive | 11 | 1 | 0 | 9 | 1939 | 0 | Mount Vernon Bridge Company of Mount Vernon, Ohio | 3 | 2 | 220.2 | 67.12 | 559 | 170.38 | 42 | 12.8 | https://historicbridges.org/ohio/carter/cleveland0126_small.jpg | https://historicbridges.org/ohio/carter/cleveland0126.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/carter/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.494310,-81.697870 | |||||||||||||
| 640 | Carter Road Bridge | One of several curved t-beam overpasses on US-10 which retain original railings. The technical description of the main or most noteworthy span of the bridge is a 58.7 ft (17.89 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Hertel-Deyo Company. The bridge was primarily designed by Michigan State Highway Department. | 43.597490 | -84.128920 | Carter Road | US-10 | Rural | Bay County, Michigan | Michigan | United States | Concrete | Curved | T-Beam | Fixed | 0 | Continuous | 4 | 0 | 0 | 1958 | 0 | Hertel-Deyo Company | Michigan State Highway Department | 2 | 2 | 58.7 | 17.89 | 197.8 | 60.29 | 26 | 7.92 | https://historicbridges.org/michigan/us10carter/little_p1320707_small.jpg | https://historicbridges.org/michigan/us10carter/little_p1320707.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/us10carter/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.597490,-84.128920 | ||||||||||||||
| 641 | Carversville Bridge | A well-preserved example of a mid-19th century stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 40.386390 | -75.062750 | Carversville-Wismer Road (Aquetong Road, PA-1003) | Paunnacussing Creek | Carversville | Bucks County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1854 | 0 | Unknown | 8 | 7 | 20 | 6.1 | 45 | 13.72 | 16.4 | 5 | https://historicbridges.org/pennsylvania/carversville/little_clip_image002_small.jpg | https://historicbridges.org/pennsylvania/carversville/little_clip_image002.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/carversville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.386390,-75.062750 | |||||||||||||||
| 645 | Casino Way Bridge | Sunset Drive Bridge | A contributing resource to the Belle Isle Historic District. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 42.338170 | -82.996820 | Casino Way (Sunset Drive) | Canoe Stream | Detroit | Wayne County, Michigan | Michigan | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1947 | 0 | Unknown | 2 | 3 | 40 | 12.19 | 45 | 13.72 | 39 | 11.89 | https://historicbridges.org/michigan/sunset/little_dscf7775_small.jpg | https://historicbridges.org/michigan/sunset/little_dscf7775.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/sunset/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.338170,-82.996820 | ||||||||||||||||
| 646 | Cass River Railroad Bridge | A nice through truss with long wooden approaches. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 43.351300 | -83.924300 | Railroad (Central Michigan / Huron and Eastern Railroad) | Cass River | Rural | Saginaw County, Michigan | Michigan | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/truss/cassrrr/little_img_2532_small.jpg | https://historicbridges.org/truss/cassrrr/little_img_2532.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/cassrrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.351300,-83.924300 | ||||||||||||||
| 648 | Casselman Bridge | Little Crossings Bridge | Featuring a large 80 foot span, this bridge is among the oldest bridges in the country! The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) stone Segmental deck arch, fixed. The bridge was primarily built by David Shriver Jr.. | 39.696740 | -79.143520 | Abandoned Historic National Road | Casselman River | Grantsville | Garrett County, Maryland | Maryland | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1813 | 1911 | David Shriver Jr. | 9 | 10 | 80 | 24.38 | 354 | 107.9 | 48 | 14.63 | https://historicbridges.org/maryland/casselman/swpenn073111_small.jpg | https://historicbridges.org/maryland/casselman/swpenn073111.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/casselman/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.696740,-79.143520 | ||||||||||||||
| 650 | Catalpa Drive Railroad Overpass | One of a group of similar railroad over highway bridges in the county associated with a significant project. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by A. Guthrie and Company of St. Paul, Minnesota. | 42.497222 | -83.153889 | Railroad (CN) | Catalpa Drive | Royal Oak | Oakland County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 2 | 1930 | 0 | A. Guthrie and Company of St. Paul, Minnesota | 2 | 5 | 30 | 9.14 | 83 | 25.3 | 0 | 0 | https://historicbridges.org/michigan/oakland_catalpa/little_pict2246_small.jpg | https://historicbridges.org/michigan/oakland_catalpa/little_pict2246.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/oakland_catalpa/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.497222,-83.153889 | |||||||||||||||||
| 652 | Cavehill Road Truss Bridge | Ripley County Bridge 14 | This is a good representate example of a rural riveted Parker truss bridge. The technical description of the main or most noteworthy span of the bridge is a 168.6 ft (51.39 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 38.997170 | -85.182390 | Cavehill Road | Laughery Creek | Rural | Ripley County, Indiana | Indiana | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1920 | 0 | Unknown | 6 | 6 | 168.6 | 51.39 | 174.5 | 53.19 | 16 | 4.88 | https://historicbridges.org/indiana/cavehillroadtruss/little_cavehillroadtruss4070_small.jpg | https://historicbridges.org/indiana/cavehillroadtruss/little_cavehillroadtruss4070.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/cavehillroadtruss/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.997170,-85.182390 | |||||||||||||
| 653 | Cavehill Road Arch Bridge | Ripley County Bridge 9 | This magnificent bridge is an outstanding example of an early 20th Century rural concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 76.8 ft (23.41 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 39.002630 | -85.186070 | Cavehill Road | Laughery Creek | Rural | Ripley County, Indiana | Indiana | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1910 | 0 | Unknown | 7 | 7 | 76.8 | 23.41 | 161.4 | 49.19 | 0 | 0 | https://historicbridges.org/indiana/cavehillroadarch/little_cavehillroadarch3934_small.jpg | https://historicbridges.org/indiana/cavehillroadarch/little_cavehillroadarch3934.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/cavehillroadarch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.002630,-85.186070 | ||||||||||||||
| 654 | Cavin Street Railroad Overpass | This bridge features a plaque that is upside-down for unknown reasons. The technical description of the main or most noteworthy span of the bridge is a 29.2 ft (8.9 m) metal deck girder, fixed. The bridge was primarily built by Mount Vernon Bridge Company of Mount Vernon, Ohio. | 41.468000 | -85.587620 | Railroad (Norfolk Southern) | Cavin Street (IN-5) | Ligonier | Noble County, Indiana | Indiana | United States | Metal | Deck | Girder | Fixed | 0 | 3 | 0 | 0 | 1912 | 0 | Mount Vernon Bridge Company of Mount Vernon, Ohio | 3 | 3 | 29.2 | 8.9 | 57.7 | 17.59 | 0 | 0 | https://historicbridges.org/indiana/cavin/bkg_07photos055_small.jpg | https://historicbridges.org/indiana/cavin/07photos123.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/cavin/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.468000,-85.587620 | ||||||||||||||||
| 655 | Cayuga Street Bridge | This is a standard plan 1930s pony truss. The technical description of the main or most noteworthy span of the bridge is a 109 ft (33.22 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. | 42.454430 | -76.499890 | Cayuga Street | Fall Creek | Ithaca | Tompkins County, New York | New York | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 14 | 1 | 0 | 0 | 1934 | 2002 | Unknown | 5 | 5 | 109 | 33.22 | 114 | 34.75 | 30 | 9.14 | https://historicbridges.org/newyork/cayuga/bkg_newyork706_small.jpg | https://historicbridges.org/newyork/cayuga/newyork2097.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/cayuga/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.454430,-76.499890 | ||||||||||||||
| 657 | ! | Cedar Springs Main Street Bridge | This bridge is an example of a reinforced concrete slab bridge with railings that are reminiscent of a concrete camelback. The technical description of the main or most noteworthy span of the bridge is a 13.8 ft (4.21 m) concrete continuous slab, fixed. The bridge was primarily built by Unknown. | 43.226350 | -85.551200 | Main Street | Cedar Creek | Cedar Springs | Kent County, Michigan | Michigan | United States | Concrete | Slab | Fixed | 0 | Continuous | 2 | 0 | 0 | 1935 | 0 | Unknown | 2 | 4 | 13.8 | 4.21 | 29 | 8.84 | 44 | 13.41 | https://historicbridges.org/michigan/cedarmain/little_main_st_cedar_cr_4_small.jpg | https://historicbridges.org/michigan/cedarmain/little_main_st_cedar_cr_4.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/cedarmain/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.226350,-85.551200 | |||||||||||||||
| 658 | Cedar Street Bridge | This preserved bridge is a long, curved, multi-span bridge with attractive railings. The technical description of the main or most noteworthy span of the bridge is a 85 ft (25.91 m) metal stringer (multi-beam), fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Michigan State Highway Department. | 42.720540 | -84.545510 | Cedar Street (BL-96) | Red Cedar River, Railroad (Canadian National), South Street | Lansing | Ingham County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 15 | 0 | 0 | 1952 | 1997 | American Bridge Company of New York, New York | Michigan State Highway Department | 3 | 6 | 85 | 25.91 | 953 | 290.47 | 51.8 | 15.79 | https://historicbridges.org/michigan/cedar/little_dscf0081_small.jpg | https://historicbridges.org/michigan/cedar/little_main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/cedar/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.720540,-84.545510 | ||||||||||||||||
| 659 | Cedar Run Road Bridge | This is a tiny concrete arch bridge that appears to be a county design. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Allegheny County Department of Public Works. | 40.588090 | -79.886740 | Cedar Run Road | Shafers Run | Rural | Allegheny County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1917 | 0 | Unknown | Allegheny County Department of Public Works | 2 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/cedarrunroad/little_cedarrunroad2055_small.jpg | https://historicbridges.org/pennsylvania/cedarrunroad/little_cedarrunroad2055.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/cedarrunroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.588090,-79.886740 | ||||||||||||||
| 660 | ! | Cementon Bridge | This impressive example of a state standard truss bridge is at risk for demolition and replacement despite its good condition. The technical description of the main or most noteworthy span of the bridge is a 159 ft (48.46 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. | 40.690200 | -75.503690 | Main Street / 21st Street (PA-329) | Lehigh River and Railroad | Cementon | Lehigh County, Pennsylvania and Northampton County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 3 | Metal | Through | Girder | Fixed | 0 | 1 | 1933 | 0 | Unknown | Pennsylvania State Highway Department | 6 | 6 | 159 | 48.46 | 575.2 | 175.32 | 22 | 6.71 | https://historicbridges.org/pennsylvania/cementon/little_dscf9162_small.jpg | https://historicbridges.org/pennsylvania/cementon/little_dscf9162.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/cementon/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.690200,-75.503690 | ||||||||
| 661 | Cemetery Lane Bridge | This is a standard plan truss bridge that is more than capable of continuing to serve the road it is on. The technical description of the main or most noteworthy span of the bridge is a 69 ft (21.03 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 42.556590 | -76.300150 | Cemetery Lane | Fall Creek | Rural | Tompkins County, New York | New York | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1915 | 1972 | Unknown | 5 | 4 | 69 | 21.03 | 70 | 21.34 | 14.8 | 4.51 | https://historicbridges.org/newyork/cemeterylane/PICT8036_small.jpg | https://historicbridges.org/newyork/cemeterylane/newyork1914.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/cemeterylane/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.556590,-76.300150 | ||||||||||||||
| 662 | Cemetery Road Bridge | A traditional concrete arch bridge of decent length and in good condition. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 41.790230 | -76.774080 | Cemetery Road | Sugar Creek | Troy | Bradford County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/cemetery/bkg_newyork236_small.jpg | https://historicbridges.org/pennsylvania/cemetery/newyork0684.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/cemetery/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.790230,-76.774080 | |||||||||||||||
| 663 | Cemetery Road Bridge | This bridge both blends in and contributes to the scenic rural setting it is located in. The technical description of the main or most noteworthy span of the bridge is a 99 ft (30.18 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Pittsburgh Bridge Company of Pittsburgh, Pennsylvania, Nelson and Buchanan of Chambersburg, Pennsylvania Agents. | 41.864830 | -79.521450 | Cemetery Road (PA-3012) | Brokenstraw Creek | Rural | Warren County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1889 | 2000 | Pittsburgh Bridge Company of Pittsburgh, Pennsylvania, Nelson and Buchanan of Chambersburg, Pennsylvania Agents | 7 | 7 | 99 | 30.18 | 103 | 31.39 | 13 | 3.96 | https://historicbridges.org/pennsylvania/cemeteryroad/little_cemeteryroad2048_small.jpg | https://historicbridges.org/pennsylvania/cemeteryroad/little_cemeteryroad2048.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/cemeteryroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.864830,-79.521450 | ||||||||||||||
| 666 | Center Road Bridge | This rare structure is one of the most graceful and impressive bridges in all of Ohio! The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. | 41.894400 | -80.574400 | Center Road | Conneaut Creek | Rural | Ashtabula County, Ohio | Ohio | United States | Concrete | Rainbow | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1925 | 0 | Unknown | 8 | 9 | 150 | 45.72 | 154 | 46.94 | 23.3 | 7.1 | https://historicbridges.org/ohio/centerrdashtabula/swpenn073983_small.jpg | https://historicbridges.org/ohio/centerrdashtabula/swpenn073983.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/centerrdashtabula/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.894400,-80.574400 | |||||||||||||||
| 667 | Center Road Bridge | Contributing to a potential historic district, this is an regionally early riveted truss bridge built bty a prolific builder in Pennsylvania. The technical description of the main or most noteworthy span of the bridge is a 58 ft (17.68 m) metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Nelson and Buchanan of Chambersburg, Pennsylvania. | 40.367930 | -77.392500 | Center Road | Bixlers Run | Rural | Perry County, Pennsylvania | Pennsylvania | United States | Metal | Double-Intersection Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1905 | 1977 | Nelson and Buchanan of Chambersburg, Pennsylvania | 5 | 6 | 58 | 17.68 | 63 | 19.2 | 14.4 | 4.39 | https://historicbridges.org/pennsylvania/centerroadbixler/little_centerroadbixler002_small.jpg | https://historicbridges.org/pennsylvania/centerroadbixler/little_centerroadbixler002.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/centerroadbixler/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.367930,-77.392500 | ||||||||||||||
| 668 | Center Road Bridge | One of several representative examples of small scale bridge construction in the late 1920s and early 1930s in the county. The technical description of the main or most noteworthy span of the bridge is a 42 ft (12.8 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.938889 | -83.632222 | Center Road | Thread Creek | Grand Blanc | Genesee County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1928 | 0 | Unknown | 2 | 2 | 42 | 12.8 | 45 | 13.72 | 30 | 9.14 | https://historicbridges.org/michigan/center/little_dscf8205_small.jpg | https://historicbridges.org/michigan/center/little_dscf8205.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/center/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.938889,-83.632222 | |||||||||||||||||
| 671 | Center Village Bridge | This breathtaking, long, multi-span structure is one of the greatest monuments to an important bridge company. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. | 42.167970 | -75.610800 | Old Bridge Street | Susquehanna River | Center Village | Broome County, New York | New York | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 9 | 4 | 0 | 0 | 1890 | 0 | Groton Bridge Company of Groton, New York | 8 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/centervillage/bkg_newyork432_small.jpg | https://historicbridges.org/newyork/centervillage/newyork1246.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/centervillage/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.167970,-75.610800 | ||||||||||||||
| 674 | Center Street Bridge | One of two nearly identical arch bridges, this bridge was designed by a Crawford county engineer even though it is in Venango County. The technical description of the main or most noteworthy span of the bridge is a 173 ft (52.73 m) metal tied Solid Ribbed through arch, fixed. The bridge was primarily built by Tonawanda Engineering Corporation. The bridge was primarily designed by Karl A. Miller. | 41.433960 | -79.709570 | Center Street (PA-6008, Business PA-8) | Oil Creek | Oil City | Venango County, Pennsylvania | Pennsylvania | United States | Metal | Solid Ribbed | Tied | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1939 | 1985 | Tonawanda Engineering Corporation | Karl A. Miller | 5 | 6 | 173 | 52.73 | 178.2 | 54.32 | 34.5 | 10.52 | https://historicbridges.org/pennsylvania/oilcity/little_dscf9714_small.jpg | https://historicbridges.org/pennsylvania/oilcity/little_dscf9714.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/oilcity/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.433960,-79.709570 | |||||||||||||
| 675 | Center Street Bridge | This historic bridge continues to carry a major road through town. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) stone Segmental deck arch, fixed. The bridge was primarily built by F. H. Zeigler. | 39.812040 | -79.026340 | Center Street (US-219) | Flaugherty Creek | Meyersdale | Somerset County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1914 | 0 | F. H. Zeigler | 6 | 6 | 50 | 15.24 | 66 | 20.12 | 34 | 10.36 | https://historicbridges.org/pennsylvania/centermeyersdale/bkg_swpenn1240_small.jpg | https://historicbridges.org/pennsylvania/centermeyersdale/swpenn072827.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/centermeyersdale/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.812040,-79.026340 | |||||||||||||||
| 677 | Center Street Bridge | Conneautville Bridge | The centerpiece historic truss bridge in Conneautville is this ornate structure with beautiful sidewalk railings. The technical description of the main or most noteworthy span of the bridge is a 77 ft (23.47 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Youngstown Bridge Company of Youngstown, Ohio. | 41.756550 | -80.370910 | Center Street | Conneaut Creek | Conneautville | Crawford County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 1896 | 1973 | Youngstown Bridge Company of Youngstown, Ohio | 8 | 8 | 77 | 23.47 | 79 | 24.08 | 10.8 | 3.29 | https://historicbridges.org/pennsylvania/center/little_pict6447_small.jpg | https://historicbridges.org/pennsylvania/center/little_pict6447.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/center/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.756550,-80.370910 | |||||||||||||
| 678 | Center Street Bridge | One of the oldest bridges in Cleveland, this bridge features a rare bobtail design. The technical description of the main or most noteworthy span of the bridge is a 245 ft (74.68 m) metal pin-connected Pratt through truss, movable: swing, Rim Bearing Bobtail. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 41.494320 | -81.703500 | Center Street | Cuyahoga River | Cleveland | Cuyahoga County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Through | Truss | Movable: Swing | Rim Bearing Bobtail | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 1901 | 1989 | King Bridge Company of Cleveland, Ohio | 8 | 8 | 245 | 74.68 | 345 | 105.16 | 24 | 7.32 | https://historicbridges.org/ohio/center/cleveland0806_small.jpg | https://historicbridges.org/ohio/center/cleveland0805.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/center/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.494320,-81.703500 | ||||||||||
| 679 | Centerway Bridge | An impressive, seven span example of a concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 92.3 ft (28.13 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Bush, Robers, and Schaefer Company of New York, New York. The bridge was primarily designed by Abraham Burton Cohen of New York, New York. | 42.145820 | -77.053600 | Old Center Way (Pine Street) | Chemung River | Corning | Steuben County, New York | New York | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 7 | 0 | 0 | 1921 | 0 | Bush, Robers, and Schaefer Company of New York, New York | Abraham Burton Cohen of New York, New York | 6 | 7 | 92.3 | 28.13 | 752 | 229.21 | 36 | 10.97 | https://historicbridges.org/newyork/centerway/newyork0588_small.jpg | https://historicbridges.org/newyork/centerway/newyork0582.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/centerway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.145820,-77.053600 | ||||||||||||||
| 680 | Centre Bridge | Centre Bridge - Stockton Toll Supported Bridge | A large, multi-span truss features different span sizes including some very short through truss spans. The technical description of the main or most noteworthy span of the bridge is a 152 ft (46.33 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 40.402990 | -74.979460 | Bridge Street (Upper York Road) | Delaware River | Stockton and Centre Bridge | Hunterdon County, New Jersey and Bucks County, Pennsylvania | New Jersey and Pennsylvania | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 6 | 0 | 0 | 1926 | 2007 | Unknown | 6 | 6 | 152 | 46.33 | 825.2 | 251.52 | 20 | 6.1 | https://historicbridges.org/newjersey/stockton/little_pict5422_small.jpg | https://historicbridges.org/newjersey/stockton/little_pict5423.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/stockton/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.402990,-74.979460 | |||||||||||||
| 685 | Central Avenue Bridge | This bridge is a good example of a county-designed rigid-frame bridge. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) concrete rigid-frame, fixed. The bridge was primarily built by Davidson and Doctor. | 41.656900 | -87.757960 | Central Avenue | Tinley Creek | Worth | Cook County, Illinois | Illinois | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1941 | 1972 | Davidson and Doctor | 3 | 3 | 40 | 12.19 | 46 | 14.02 | 44 | 13.41 | https://historicbridges.org/illinois/centralavenue/little_centralavenue1263_small.jpg | https://historicbridges.org/illinois/centralavenue/little_centralavenue1263.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/centralavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.656900,-87.757960 | |||||||||||||||||
| 686 | L | Central Avenue Bridge | This was an ancient King Bridge Company arch bridge with an ornate arch facade and detailed railings, but today only the decorative elements remain. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal deck arch, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 42.336610 | -82.994780 | Central Avenue | Canoe Stream | Detroit | Wayne County, Michigan | Michigan | United States | Metal | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1893 | 2008 | King Bridge Company of Cleveland, Ohio | 5 | 7 | 50 | 15.24 | 54.8 | 16.7 | 49 | 14.94 | https://historicbridges.org/beam/bellecentral/little_dscf7606_small.jpg | https://historicbridges.org/beam/bellecentral/little_dscf7606.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=beam/bellecentral/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.336610,-82.994780 | |||||||||||||||
| 687 | Central Avenue Bridge | This attractive bridge has arched railings that compliment the bridge arch. The technical description of the main or most noteworthy span of the bridge is a 23 ft (7.01 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 42.342778 | -82.976111 | Central Avenue | Canoe Stream | Detroit | Wayne County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1913 | 0 | Unknown | 4 | 6 | 23 | 7.01 | 23 | 7.01 | 46 | 14.02 | https://historicbridges.org/michigan/central2/little_dscf7648_small.jpg | https://historicbridges.org/michigan/central2/little_dscf7648.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/central2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.342778,-82.976111 | |||||||||||||||
| 690 | Chain of Rocks Bridge | Converted for pedestrian use and an excellent preservation example, this strange bridge has a sharp bend in the middle. The technical description of the main or most noteworthy span of the bridge is a 700 ft (213.36 m) metal continuous rivet-connected Modified Warren (Subdivided) through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Baxter L. Brown and Edward B. Fay of St. Louis, Missouri. | 38.760540 | -90.176330 | Pedestrian Walkway (Trailnet) (Historic US-66) | Mississippi River | Granite City and St. Louis | Madison County, Illinois and St. Louis City, Missouri | Illinois and Missouri | United States | Metal | Modified Warren (Subdivided) | Rivet-Connected | Through | Truss | Fixed | 20 | Continuous | 10 | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 6 | 1929 | 1999 | American Bridge Company of New York, New York | Baxter L. Brown and Edward B. Fay of St. Louis, Missouri | 9 | 9 | 700 | 213.36 | 5353 | 1631.59 | 24 | 7.32 | https://historicbridges.org/missouri/chainofrocks/little_chainofrocks6511_small.jpg | https://historicbridges.org/missouri/chainofrocks/little_chainofrocks6511.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/chainofrocks/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.760540,-90.176330 | ||||||
| 691 | Charlevoix Bridge | A classic Michigan plate girder bascule bridge with unusual altered guardrails. The technical description of the main or most noteworthy span of the bridge is a 111 ft (33.83 m) metal Variable Depth deck girder, movable: double leaf bascule, Rolling Lift. The bridge was primarily built by Mount Vernon Bridge Company of Mount Vernon, Ohio and L. W. Lamb Company of Jackson, Michigan. The bridge was primarily designed by Hazelet and Erdal of Chicago, Illinois. | 45.318611 | -85.258611 | US-31 (Michigan Avenue / Bridge Street) | Pine River | Charlevoix | Charlevoix County, Michigan | Michigan | United States | Metal | Variable Depth | Deck | Girder | Movable: Double Leaf Bascule | Rolling Lift | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1948 | 1992 | Mount Vernon Bridge Company of Mount Vernon, Ohio and L. W. Lamb Company of Jackson, Michigan | Hazelet and Erdal of Chicago, Illinois | 5 | 7 | 111 | 33.83 | 222.8 | 67.91 | 44 | 13.41 | https://historicbridges.org/michigan/charlevoix/little_dscf4616_small.jpg | https://historicbridges.org/michigan/charlevoix/little_dscf4616.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/charlevoix/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.318611,-85.258611 | ||||||||||
| 692 | US-31 Railroad Overpass | With a heavy skew, this is a decent sized three span plate girder overpass in a scenic location. The technical description of the main or most noteworthy span of the bridge is a 98.8 ft (30.11 m) metal through girder, fixed. The bridge was primarily built by L. W. Lamb Company of Jackson, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 45.364722 | -85.118611 | Railroad (Abandoned Chesapeake and Ohio) | US-31 | Rural | Charlevoix County, Michigan | Michigan | United States | Metal | Through | Girder | Fixed | 0 | 3 | 0 | 0 | 1948 | 0 | L. W. Lamb Company of Jackson, Michigan | Michigan State Highway Department | 2 | 4 | 98.8 | 30.11 | 259 | 78.94 | 0 | 0 | https://historicbridges.org/michigan/charlevoixrr/little_dscf4648_small.jpg | https://historicbridges.org/michigan/charlevoixrr/little_dscf4631.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/charlevoixrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.364722,-85.118611 | |||||||||||||||
| 693 | Lehigh and Hudson Railroad Delaware River Bridge | An attractive and noteworthy multi-span railroad structure adds much to its surrounding historic community. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 40.689070 | -75.203000 | Railroad (Lehigh and Hudson Railroad) | Delaware River | Easton and Phillipsburg | Northampton County, Pennsylvania and Warren County, New Jersey | New Jersey and Pennsylvania | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 7 | 3 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newjersey/delawarerr/little_pict4493_small.jpg | https://historicbridges.org/newjersey/delawarerr/little_img_1462.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/delawarerr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.689070,-75.203000 | ||||||||||||||
| 695 | Ceresco Bridge | 12 Mile Road Bridge | A rare example of a MSHD designed arch bridge with integrity. The technical description of the main or most noteworthy span of the bridge is a 57.7 ft (17.59 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by L. Smith, H. A. and M. C. Nichols of Hastings, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 42.270100 | -85.061500 | 12 Mile Road | Kalamazoo River | Ceresco | Calhoun County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1920 | 0 | L. Smith, H. A. and M. C. Nichols of Hastings, Michigan | Michigan State Highway Department | 5 | 7 | 57.7 | 17.59 | 114.8 | 34.99 | 20.7 | 6.31 | https://historicbridges.org/other/ceresco/dscf7403_small1.jpg | https://historicbridges.org/other/ceresco/little_dscf7403.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/ceresco/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.270100,-85.061500 | |||||||||||||
| 696 | Cermak Road Bridge | 22nd Street Bridge | This is the only Scherzer rolling lift on the streets of Chicago, and has been heavily reconstructed. The technical description of the main or most noteworthy span of the bridge is a 216 ft (65.84 m) metal rivet-connected Pratt through truss, movable: double leaf bascule, Rolling Lift. The bridge was primarily built by George W. Jackson of Chicago, Illinois. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. | 41.852760 | -87.640540 | Cermak Road | South Branch Chicago River | Chicago | Cook County, Illinois | Illinois | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Movable: Double Leaf Bascule | Rolling Lift | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 1906 | 1997 | George W. Jackson of Chicago, Illinois | Scherzer Rolling Lift Bridge Company of Chicago, Illinois | 7 | 7 | 216 | 65.84 | 337 | 102.72 | 36 | 10.97 | https://historicbridges.org/illinois/cermak/little_pict1160_small.jpg | https://historicbridges.org/illinois/cermak/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/cermak/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.852760,-87.640540 | ||||||||
| 697 | Cermak Road Railroad Overpass | Chinatown Railroad Bridge | This elegant bridge is one of the finest railroad overpass bridges in the city of Chicago. The technical description of the main or most noteworthy span of the bridge is a metal (concrete encased) rigid-frame, fixed. The bridge was primarily built by Unknown. | 41.852900 | -87.630440 | Railroad (Metra Rock Island District and Former New York Central) | Cermak Road (22nd Avenue) | Chicago | Cook County, Illinois | Illinois | United States | Metal (Concrete Encased) | Rigid-Frame | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/chinatown/little_dscf2319_small.jpg | https://historicbridges.org/illinois/chinatown/little_dscf2319.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/chinatown/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.852900,-87.630440 | ||||||||||||||||
| 698 | Chadds Ford Road Bridge | A small but attractive arch bridge. The technical description of the main or most noteworthy span of the bridge is a 21 ft (6.4 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 39.844240 | -75.598200 | Chadds Ford Road (PA-100) | Branch Brandywine Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1913 | 0 | Unknown | 5 | 4 | 21 | 6.4 | 21 | 6.4 | 23.3 | 7.1 | https://historicbridges.org/pennsylvania/rt100andcossertrd/little_rt100andcossertrd002_small.jpg | https://historicbridges.org/pennsylvania/rt100andcossertrd/little_rt100andcossertrd002.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rt100andcossertrd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.844240,-75.598200 | |||||||||||||||
| 699 | Chalmers-Forrest Road Bridge | This stunning pin connected truss bridge has been recently abandoned by the township. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 43.493870 | -80.846360 | Chalmers-Forrest Road | Nith River | Rural | Waterloo Region, Ontario | Ontario | Canada | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 1981 | Unknown | 7 | 7 | 0 | 0 | 111.5 | 33.99 | 17 | 5.18 | https://historicbridges.org/ontario/chalmersforrest/little_pict7202_small.jpg | https://historicbridges.org/ontario/chalmersforrest/little_pict7202.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/chalmersforrest/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.493870,-80.846360 | |||||||||||
| 700 | ! | Chambers Bridge | Pilkington-Woolwich Bridge | This single span truss was moved to this location long ago to replace a two span bridge. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Camelback through truss, fixed. The bridge was primarily built by Unknown. | 43.630510 | -80.476600 | Middlebrook Place (Weisenberg Road) | Grand River | Woolwich Township | Waterloo Region, Ontario | Ontario | Canada | Metal | Camelback | Pin-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 155.8 | 47.49 | 14 | 4.27 | https://historicbridges.org/ontario/chambers/little_p1560094_small.jpg | https://historicbridges.org/ontario/chambers/little_p1560094.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/chambers/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.630510,-80.476600 | ||||||||||||
| 702 | Champs's Ford Bridge | Decatur County Bridge 124 | This stone arch stands out in Indiana for its length and number of spans. The technical description of the main or most noteworthy span of the bridge is a 28 ft (8.53 m) stone Semicircular deck arch, fixed. The bridge was primarily built by Joseph Mathews. | 39.319900 | -85.674830 | CR-100 South | Clifty Creek | Rural | Decatur County, Indiana | Indiana | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 4 | 0 | 0 | 1904 | 0 | Joseph Mathews | 7 | 8 | 28 | 8.53 | 118 | 35.97 | 16.7 | 5.09 | https://historicbridges.org/indiana/champsfordbridge/little_rick590_small.jpg | https://historicbridges.org/indiana/champsfordbridge/little_rick590.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/champsfordbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.319900,-85.674830 | ||||||||||||||
| 703 | Chandler Mill Bridge | Featuring large stone abutments, this is a beautiful representative example of a riveted plate girder bridge with local historic significance. The technical description of the main or most noteworthy span of the bridge is a 44 ft (13.41 m) metal through girder, fixed. The bridge was primarily built by George Dole of Wilmington, Delaware. The bridge was primarily designed by Nathan R. Rambo. | 39.809690 | -75.710320 | Chandler Mill Road | West Branch Red Clay Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1910 | 0 | George Dole of Wilmington, Delaware | Nathan R. Rambo | 5 | 7 | 44 | 13.41 | 47 | 14.33 | 16 | 4.88 | https://historicbridges.org/pennsylvania/chandlermill/little_thisplacematterstometoo_small.jpg | https://historicbridges.org/pennsylvania/chandlermill/little_thisplacematterstometoo.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chandlermill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.809690,-75.710320 | |||||||||||||||
| 705 | Chappel Hill Road Bridge | A little Warren pony truss hidden away on a quiet country road. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 41.710250 | -79.545350 | Chappel Hill Road (TR-355) | Caldwell Creek | Rural | Warren County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1910 | 1998 | Unknown | 5 | 5 | 40 | 12.19 | 43 | 13.11 | 13.8 | 4.21 | https://historicbridges.org/pennsylvania/chappelhill/little_pict6992_small.jpg | https://historicbridges.org/pennsylvania/chappelhill/little_pict6992.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chappelhill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.710250,-79.545350 | ||||||||||||||
| 706 | Charing Cross Road Railroad Overpass | One of a group of similar railroad over highway bridges in the county associated with a significant project. The technical description of the main or most noteworthy span of the bridge is a metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by A. Guthrie and Company of St. Paul, Minnesota. | 42.571520 | -83.221330 | Railroad (CN) | Charing Cross Road | Bloomfield Hills | Oakland County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 2 | 1930 | 0 | A. Guthrie and Company of St. Paul, Minnesota | 2 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/oakland_charingcross/little_pict2310_small.jpg | https://historicbridges.org/michigan/oakland_charingcross/little_pict2310.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/oakland_charingcross/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.571520,-83.221330 | |||||||||||||||||
| 708 | Charleston Road Bridge | An example of a small stone railroad arch overpass in West Virginia. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 38.841410 | -82.131020 | Railroad (CSX) | Charleston Road | Point Pleasant | Mason County, West Virginia | West Virginia | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1905 | 0 | Unknown | 4 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/wvirginia/charleston/07march0091_small.jpg | https://historicbridges.org/wvirginia/charleston/07march0091.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/charleston/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.841410,-82.131020 | |||||||||||||||
| 712 | Chartier Road Bridge | This bridge retains excellent historic integrity and is an example of a threatened bridge type. The technical description of the main or most noteworthy span of the bridge is a 31.8 ft (9.69 m) concrete through girder, fixed. The bridge was primarily built by A. Tenniswood of Yale, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 42.707960 | -82.533610 | Chartier Road | Marine City Dredge Cut | Rural | St. Clair County, Michigan | Michigan | United States | Concrete | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1922 | 0 | A. Tenniswood of Yale, Michigan | Michigan State Highway Department | 6 | 6 | 31.8 | 9.69 | 35.8 | 10.91 | 20 | 6.1 | https://historicbridges.org/michigan/chartier/bkg_07photos224_small.jpg | https://historicbridges.org/michigan/chartier/07photos613.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/chartier/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.707960,-82.533610 | |||||||||||||||
| 713 | Chartiers Run Railroad Bridge | This typical plate girder bridge is a reminder of an abandoned railroad line that is slowly disappearing. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. | 40.248190 | -80.210300 | Railroad (Abandoned) | Chartiers Run | Houston | Washington County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/houstonrr/little_houstonrr1393_small.jpg | https://historicbridges.org/pennsylvania/houstonrr/little_houstonrr1393.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/houstonrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.248190,-80.210300 | ||||||||||||||||
| 715 | Chatham CP Railroad Bridge | An attractive bridge, but difficult to photograph. The technical description of the main or most noteworthy span of the bridge is a 155 ft (47.24 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 42.419050 | -82.163520 | Railroad (Canadian Pacific) | Thames River | Chatham | Chatham-Kent Region, Ontario | Ontario | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 3 | 0 | 0 | Unknown | 6 | 7 | 155 | 47.24 | 330 | 100.58 | 0 | 0 | https://historicbridges.org/truss/chathamrr1/little_pict5259_small.jpg | https://historicbridges.org/truss/chathamrr1/little_pict5259.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/chathamrr1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.419050,-82.163520 | ||||||||||
| 724 | Chestnut Street Bridge | This bridge is one of several remaining historically significant overpasses that relate the industrial growth of Detroit during that time. The technical description of the main or most noteworthy span of the bridge is a 30.8 ft (9.39 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.344760 | -83.034130 | Chestnut Street | Railroad (Abandoned Grand Trunk Western / Dequindre Cut Greenway) | Detroit | Wayne County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | 1929 | 0 | Unknown | 3 | 7 | 30.8 | 9.39 | 66 | 20.12 | 30 | 9.14 | https://historicbridges.org/michigan/chestnut/little_p1370372_small.jpg | https://historicbridges.org/michigan/chestnut/little_p1370372.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/chestnut/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.344760,-83.034130 | |||||||||||||||||
| 730 | Chicago and Illinois Western Railway Bridge | One of only a few examples of a Rall bascule bridge in the entire country, and the only one in Chicago. The technical description of the main or most noteworthy span of the bridge is a metal Variable Depth deck girder, movable: single leaf bascule, Rall. The bridge was primarily built by Strobel Steel Construction Company of Chicago, Illinois. The bridge was primarily designed by Theodor Rall. | 41.834080 | -87.702050 | Railroad (Chicago and Western Indiana) | Collateral Channel (Canal Slip) | Chicago | Cook County, Illinois | Illinois | United States | Metal | Variable Depth | Deck | Girder | Movable: Single Leaf Bascule | Rall | 0 | 1 | 0 | 0 | 1914 | 0 | Strobel Steel Construction Company of Chicago, Illinois | Theodor Rall | 9 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/rall/little_p1250388_small.jpg | https://historicbridges.org/illinois/rall/little_p1250388.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/rall/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.834080,-87.702050 | |||||||||||||
| 733 | Chicago Drive Buttermilk Creek Bridge | This bridge extremely wide and very short bridge offers a look at the history of a noteworthy area highway. The technical description of the main or most noteworthy span of the bridge is a 35 ft (10.67 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Getman Brothers. The bridge was primarily designed by Michigan State Highway Department. | 42.870060 | -85.862260 | M-121 (Chicago Drive) | Buttermilk Creek | Hudsonville | Ottawa County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1949 | 0 | Getman Brothers | Michigan State Highway Department | 1 | 1 | 35 | 10.67 | 35 | 10.67 | 122 | 37.19 | https://historicbridges.org/michigan/121buttermilk/little_m-121_butternut_cr_12_small.jpg | https://historicbridges.org/michigan/121buttermilk/little_m-121_butternut_cr_12.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/121buttermilk/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.870060,-85.862260 | ||||||||||||||||
| 734 | ! | Chicago Great Western Railroad Bridge | This bridge is an early surviving example of a Waddell and Harrington vertical lift bridge. The technical description of the main or most noteworthy span of the bridge is a 192 ft (58.52 m) metal rivet-connected Pratt through truss, movable: vertical lift, Span Drive. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Waddell and Harrington of Kansas City, Missouri. | 44.943870 | -93.088280 | Railroad (Union Pacific) | Mississippi River | St. Paul | Ramsey County, Minnesota | Minnesota | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Movable: Vertical Lift | Span Drive | 7 | 1 | Metal | Deck | Girder | Fixed | 0 | 10 | 1912 | 0 | American Bridge Company of New York, New York | Waddell and Harrington of Kansas City, Missouri | 7 | 7 | 192 | 58.52 | 940 | 286.51 | 22 | 6.71 | https://historicbridges.org/minnesota/robertstreetlift/little_main_small.jpg | https://historicbridges.org/minnesota/robertstreetlift/little_main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/robertstreetlift/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.943870,-93.088280 | |||||||
| 735 | Chicago Transit Authority "L" System | Essentially a very long multi-span bridge, parts of this railway are as old as the late 1800s, and feature riveted girder and truss construction. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Various Builders. | 41.885770 | -87.627960 | Railroad (Chicago Transit Authority) | Various Streets of Chicago | Chicago | Cook County, Illinois | Illinois | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 0 | 0 | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | Various Builders | 9 | 10 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/other/el/little_pict4737_small.jpg | https://historicbridges.org/other/el/little_pict4737.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/el/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.885770,-87.627960 | ||||||||||
| 736 | Chicago Skyway Toll Bridge | High Bridge | This 1950s cantilever bridge is the only monumental sized high level bridge in Chicago. The technical description of the main or most noteworthy span of the bridge is a 650 ft (198.12 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois). | 41.717520 | -87.542800 | I-90 (Chicago Skyway) | Calumet River | Chicago | Cook County, Illinois | Illinois | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 0 | Cantilever | 3 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 0 | 6 | 1958 | 2007 | American Bridge Company of New York, New York | John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois) | 7 | 8 | 650 | 198.12 | 2458 | 749.2 | 76.4 | 23.29 | https://historicbridges.org/illinois/skyway/little_p1270026_small.jpg | https://historicbridges.org/illinois/skyway/little_p1270026.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/skyway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.717520,-87.542800 | |||||
| 737 | Chicagon Mine Road Bridge | This small, simple, and unaltered bridge is the oldest known concrete slab bridge in Michigan. The technical description of the main or most noteworthy span of the bridge is a 25 ft (7.62 m) concrete slab, fixed. The bridge was primarily built by Unknown. | 46.095000 | -88.508820 | Chicagon Mine Road | Chicagon Creek | Rural | Iron County, Michigan | Michigan | United States | Concrete | Slab | Fixed | 0 | 1 | 0 | 0 | 1910 | 0 | Unknown | 4 | 6 | 25 | 7.62 | 28 | 8.53 | 15 | 4.57 | https://historicbridges.org/michigan/chicagonmineroad/little_chicagonmineroad_3091_small.jpg | https://historicbridges.org/michigan/chicagonmineroad/little_chicagonmineroad_3091.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/chicagonmineroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.095000,-88.508820 | |||||||||||||||||
| 738 | Chili Mills Bridge | Stuart Road Bridge | A textbook example of the King Bridge Company's patented bowstring truss bridge design. The technical description of the main or most noteworthy span of the bridge is a 74 ft (22.56 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 43.084740 | -77.812980 | Stuart Road | Black Creek | Rural | Monroe County, New York | New York | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Pony | Truss | Fixed | 8 | 1 | 0 | 0 | 1877 | 2002 | King Bridge Company of Cleveland, Ohio | 9 | 9 | 74 | 22.56 | 77 | 23.47 | 9.5 | 2.9 | https://historicbridges.org/newyork/chilimills/thumb_small.jpg | https://historicbridges.org/newyork/chilimills/newyork0091.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/chilimills/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.084740,-77.812980 | |||||||||||||
| 740 | Chippewa Avenue Bridge | This is a slender arch bridge with some nice architectural details. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 43.621600 | -79.365840 | Chippewa Avenue | Inner Harbour | Toronto | Toronto City, Ontario | Ontario | Canada | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/chippewaavenue/little_chippewaavenue0874_small.jpg | https://historicbridges.org/ontario/chippewaavenue/little_chippewaavenue0874.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/chippewaavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.621600,-79.365840 | |||||||||||||||
| 741 | Chippewa Falls Railroad Bridge | This is an excellent example of a lattice through truss railroad bridge. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Lattice (Quadruple Warren) through truss, fixed. The bridge was primarily built by Lassig Bridge and Iron Works of Chicago, Illinois. | 44.934970 | -91.379210 | Railroad (Abandoned) | Chippewa River | Chippewa Falls | Chippewa County, Wisconsin | Wisconsin | United States | Metal | Lattice (Quadruple Warren) | Rivet-Connected | Through | Truss | Fixed | 13 | 4 | Metal | Deck | Girder | Fixed | 0 | 9 | 1894 | 0 | Lassig Bridge and Iron Works of Chicago, Illinois | 7 | 8 | 160 | 48.77 | 907 | 276.45 | 0 | 0 | https://historicbridges.org/wisconsin/chippewafalls/little_addchippewafallsrr_9214_small.jpg | https://historicbridges.org/wisconsin/chippewafalls/little_addchippewafallsrr_9214.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/chippewafalls/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.934970,-91.379210 | ||||||||||
| 742 | Chipps Road Bridge | This bridge has been damaged and is in bad condition. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 40.500960 | -82.735900 | Chipps Road (TR-122) | Kokosing River | Rural | Morrow County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 1955 | Wrought Iron Bridge Company of Canton, Ohio | 7 | 6 | 50 | 15.24 | 52.2 | 15.91 | 11.2 | 3.41 | https://historicbridges.org/ohio/chipps5931134/little_chipps5931134_011_small.jpg | https://historicbridges.org/ohio/chipps5931134/little_chipps5931134_011.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/chipps5931134/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.500960,-82.735900 | ||||||||||||||
| 743 | Choate Bridge | Predating the existance of the country it resides in, this is the second oldest remaining bridge in the United States! The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) stone Segmental deck arch, fixed. The bridge was primarily built by Colonel John Choate. | 42.679310 | -70.837020 | Main Street (MA-133, MA-1A) | Ipswich River | Ipswich | Essex County, Massachusetts | Massachusetts | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1764 | 1839 | Colonel John Choate | 10 | 10 | 30 | 9.14 | 72 | 21.95 | 26.6 | 8.11 | https://historicbridges.org/massachusetts/choate/little_pict6313_small.jpg | https://historicbridges.org/massachusetts/choate/little_pict6313.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/choate/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.679310,-70.837020 | |||||||||||||||
| 747 | Church Street Bridge | This former vehicular bridge with a notable deck camber now serves non-motorized traffic. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. | 39.698060 | -78.177940 | Church Street (Old Alignment) | Chesapeake and Ohio Canal | Hancock | Washington County, Maryland | Maryland | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 8 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/maryland/candocanal/little_p1210428_small.jpg | https://historicbridges.org/maryland/candocanal/little_p1210428.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/candocanal/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.698060,-78.177940 | ||||||||||||||
| 749 | ! | Church Street Railroad Overpass | This bridge has curved parallel chords to efficiently increase clearance for trains. The technical description of the main or most noteworthy span of the bridge is a 81 ft (24.69 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 40.650330 | -75.082820 | Church Street (CR-579) | Railroad (Lehigh Valley) | Bloomsbury | Hunterdon County, New Jersey | New Jersey | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | Metal | Deck | Girder | Fixed | 0 | 2 | 1910 | 1985 | Unknown | 5 | 6 | 81 | 24.69 | 129 | 39.32 | 13.8 | 4.21 | https://historicbridges.org/newjersey/church/little_pict4657_small.jpg | https://historicbridges.org/newjersey/church/little_pict4659.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/church/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.650330,-75.082820 | |||||||||
| 751 | Churchville Road Bridge | Seldom has a bridge of this size had steel that came from so many different steel mills! The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 43.632860 | -79.758860 | Churchville Road | Credit River | Brampton | Peel Region, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 1911 | 0 | Unknown | 6 | 7 | 90 | 27.43 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/churchvilleroad/little_img_6711_small.jpg | https://historicbridges.org/ontario/churchvilleroad/little_img_6711.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/churchvilleroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.632860,-79.758860 | ||||||||||||||
| 753 | Church Hill Road Bridge | This bridge has a builder plaque that is upside down! The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by York Bridge Company of York, Pennsylvania. | 39.522530 | -77.546530 | Church Hill Road | Middle Creek | Rural | Frederick County, Maryland | Maryland | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1908 | 1994 | York Bridge Company of York, Pennsylvania | 6 | 5 | 65 | 19.81 | 65 | 19.81 | 11.5 | 3.51 | https://historicbridges.org/maryland/churchhill/little_pict3607_small.jpg | https://historicbridges.org/maryland/churchhill/little_img_1273.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/churchhill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.522530,-77.546530 | ||||||||||||||
| 754 | Cicero Avenue Bridge | This bridge was originally designed with two truss lines, but a third line was added when the bridge was widened. The technical description of the main or most noteworthy span of the bridge is a 240.2 ft (73.21 m) metal rivet-connected Pratt pony truss, movable: double leaf bascule, Strauss Trunnion. The bridge was primarily built by Unknown. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. | 41.819444 | -87.743333 | Cicero Avenue (IL-50) | Chicago Sanitary and Ship Canal | Chicago | Cook County, Illinois | Illinois | United States | Metal | Pratt | Rivet-Connected | Pony | Truss | Movable: Double Leaf Bascule | Strauss Trunnion | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1927 | 1966 | Unknown | Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois | 7 | 6 | 240.2 | 73.21 | 304 | 92.66 | 76 | 23.16 | https://historicbridges.org/illinois/cicero/little_p1250716_small.jpg | https://historicbridges.org/illinois/cicero/little_p1250716.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/cicero/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.819444,-87.743333 | |||||||||
| 755 | Cicero Avenue Cal-Sag Bridge | This beautiful bridge is distinguished by its aesthetic bracing arches and its visually lightweight appearance. The technical description of the main or most noteworthy span of the bridge is a 270 ft (82.3 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. | 41.655440 | -87.738360 | Cicero Avenue (IL-50) | Calumet Sag Channel | Alsip | Cook County, Illinois | Illinois | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1938 | 1984 | Unknown | 6 | 7 | 270 | 82.3 | 378 | 115.21 | 43.6 | 13.29 | https://historicbridges.org/illinois/cicerosag/little_p1280088_small.jpg | https://historicbridges.org/illinois/cicerosag/little_p1280088.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/cicerosag/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.655440,-87.738360 | |||||||||||
| 757 | Cincinnati Municipal Water Intake Bridge | This unique and impressive bridge provides access to a beautiful stone pump house along the edge of the Ohio River. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 39.068730 | -84.436910 | Maintenance Access | Ohio River | Fort Thomas | Campbell County, Kentucky | Kentucky | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1906 | 0 | Unknown | 8 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/kentucky/intake/bkg_2007-4%2010021_small.jpg | https://historicbridges.org/kentucky/intake/2007-4%20026.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/intake/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.068730,-84.436910 | ||||||||||||||
| 758 | Cincinnati Southern Railroad Bridge | This large, unusual bridge has a complicated history. The technical description of the main or most noteworthy span of the bridge is a 519 ft (158.19 m) metal continuous multiple-type-connected Baltimore through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Ralph Modjeski. | 39.098350 | -84.541980 | Railroad (Cincinnati Southern) | Ohio River | Ludlow and Cincinnati | Kenton County, Kentucky and Hamilton County, Ohio | Kentucky and Ohio | United States | Metal | Baltimore | Multiple-Type-Connected | Through | Truss | Fixed | 14 | Continuous | 3 | Metal | Baltimore | Rivet-Connected | Through | Truss | Movable: Vertical Lift | 10 | 0 | 1922 | 0 | American Bridge Company of New York, New York | Ralph Modjeski | 8 | 8 | 519 | 158.19 | 3240 | 987.55 | 32.3 | 9.85 | https://historicbridges.org/kentucky/cincinnatisouthernohio/little_104_small.jpg | https://historicbridges.org/kentucky/cincinnatisouthernohio/little_historica_2000058a.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/cincinnatisouthernohio/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.098350,-84.541980 | ||||||
| 759 | Cincinnati Southern New River Railroad Bridge | Only the main span of this bridge remains, making this an unusual looking structure today. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. | 36.380450 | -84.553000 | Railroad (Abandoned Cincinnati Southern) | New River | Rural | Scott County, Tennessee | Tennessee | United States | Metal | Pratt | Pin-Connected | Deck | Truss | Fixed | 7 | 1 | 0 | 0 | 1908 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/tennessee/newriverold/little_dsc_0182_small.jpg | https://historicbridges.org/tennessee/newriverold/little_dsc_0182.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/newriverold/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.380450,-84.553000 | ||||||||||||||
| 760 | Clairemont Avenue Railroad Bridge | This bridge has four truss spans of varying details, including a rare pin-connected Warren truss span! The technical description of the main or most noteworthy span of the bridge is a 145 ft (44.2 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Union Bridge Company of Athens, Pennsylvania and Buffalo, New York. | 44.797270 | -91.525800 | Railroad (Chippewa River State Rail-Trail) | Chippewa River | Eau Claire | Eau Claire County, Wisconsin | Wisconsin | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 3 | Metal | Warren | Pin-Connected | Through | Truss | Fixed | 6 | 8 | 1886 | 1911 | Union Bridge Company of Athens, Pennsylvania and Buffalo, New York | 8 | 8 | 145 | 44.2 | 670 | 204.22 | 0 | 0 | https://historicbridges.org/wisconsin/clairemontavenue/little_addclairemont_1558_small.jpg | https://historicbridges.org/wisconsin/clairemontavenue/little_addclairemont_1636.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/clairemontavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.797270,-91.525800 | ||||||||
| 761 | Clairton Boulevard Bridge | This PWA project is a remarkably complete and largely unaltered example of an early interchange and associated overpass bridge. The technical description of the main or most noteworthy span of the bridge is a 68 ft (20.73 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 40.341610 | -79.965730 | Clairton Boulevard | Lebanon Church Road (Curry Hollow Road) | Pleasant Hills | Allegheny County, Pennsylvania | Pennsylvania | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1939 | 1981 | Unknown | 5 | 6 | 68 | 20.73 | 72 | 21.95 | 51.5 | 15.7 | https://historicbridges.org/pennsylvania/currylebanoninterchange/little_currylebanoninterchange1813_small.jpg | https://historicbridges.org/pennsylvania/currylebanoninterchange/little_currylebanoninterchange1813.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/currylebanoninterchange/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.341610,-79.965730 | |||||||||||||||||
| 762 | Clarence Darrow Memorial Bridge | North Pond Bridge | This unusual girder bridge appears to sit on abutments that are older than the bridge itself. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal deck girder, fixed. The bridge was primarily built by Unknown. | 41.788380 | -87.582840 | Columbia Drive | Jackson Park Lagoon (North Pond) | Chicago | Cook County, Illinois | Illinois | United States | Metal | Deck | Girder | Fixed | 0 | 1 | 0 | 0 | 1895 | 0 | Unknown | 5 | 5 | 130 | 39.62 | 0 | 0 | 60 | 18.29 | https://historicbridges.org/illinois/jacksonnorthlagoon/little_p1290142_small.jpg | https://historicbridges.org/illinois/jacksonnorthlagoon/little_p1290142.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/jacksonnorthlagoon/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.788380,-87.582840 | |||||||||||||||
| 764 | Clarion Avenue Bridge | This skewed bridge is among the longest spanning examples of a state standard pony truss bridge in Pennsylvania. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal rivet-connected Parker pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. | 41.494070 | -78.672560 | Clarion Avenue (1st Avenue) | East Branch Clarion River | Johnsonburg | Elk County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Rivet-Connected | Pony | Truss | Fixed | 9 | 1 | 0 | 0 | 1930 | 0 | Unknown | Pennsylvania State Highway Department | 6 | 6 | 125 | 38.1 | 125 | 38.1 | 12 | 3.66 | https://historicbridges.org/pennsylvania/clarionjohnsonburg/little_p1420771_small.jpg | https://historicbridges.org/pennsylvania/clarionjohnsonburg/little_p1420771.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/clarionjohnsonburg/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.494070,-78.672560 | |||||||||||||
| 766 | Clarks Bridge | Iowa Bridge Number 349860 | This impressive riveted truss bridge has very high trusses. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 43.464760 | -92.038990 | 360th Street | Upper Iowa River | Rural | Winneshiek County, Iowa | Iowa | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Concrete | Stringer (Multi-Beam) | Fixed | 0 | 1 | 1913 | 0 | Unknown | 6 | 6 | 120 | 36.58 | 152 | 46.33 | 15.7 | 4.79 | https://historicbridges.org/iowa/clarks/little_dscf6182_small.jpg | https://historicbridges.org/iowa/clarks/little_dscf6182.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/clarks/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.464760,-92.038990 | ||||||||||
| 768 | Clark Street Bridge | This is one of the largest and most impressive of the pony truss bascule bridges in downtown Chicago. The technical description of the main or most noteworthy span of the bridge is a 245.4 ft (74.8 m) metal rivet-connected Pratt pony truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Ketler-Elliott Company of Chicago, Illinois. The bridge was primarily designed by City of Chicago. | 41.887500 | -87.630833 | Clark Street | Chicago River | Chicago | Cook County, Illinois | Illinois | United States | Metal | Pratt | Rivet-Connected | Pony | Truss | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 1929 | 1985 | Ketler-Elliott Company of Chicago, Illinois | City of Chicago | 8 | 7 | 245.4 | 74.8 | 346 | 105.46 | 38.1 | 11.61 | https://historicbridges.org/truss/clark/little_dscf6128_small.jpg | https://historicbridges.org/truss/clark/little_dscf3494.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/clark/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.887500,-87.630833 | |||||||||
| 769 | Clarks Crossing Bridge | This bridge is in the middle of nowhere and still has charm despite alteration. The technical description of the main or most noteworthy span of the bridge is a 181 ft (55.17 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 38.665510 | -123.313250 | Annapolis Road | Gualala River | Rural | Sonoma County, California | California | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1920 | 1971 | Unknown | 6 | 6 | 181 | 55.17 | 181 | 55.17 | 15.4 | 4.69 | https://historicbridges.org/california/clarkscrossingbridge/little_day5_clarkscrossingbridge05902_small.jpg | https://historicbridges.org/california/clarkscrossingbridge/little_day5_clarkscrossingbridge05902.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/clarkscrossingbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.665510,-123.313250 | ||||||||||||||
| 771 | Clarks Mills Bridge | A very old Penn Bridge Company of Beaver Falls, Pennsylvania Bridge with remarkable historic integrity! The technical description of the main or most noteworthy span of the bridge is a 78 ft (23.77 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania. | 41.399800 | -80.186870 | Mill Road (TR-740) | Little Shenango River | Clarks Mills (Rural) | Mercer County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 1885 | 0 | Penn Bridge Company of Beaver Falls, Pennsylvania | 7 | 8 | 78 | 23.77 | 82 | 24.99 | 12.1 | 3.69 | https://historicbridges.org/pennsylvania/clarksmills/little_pict8152_small.jpg | https://historicbridges.org/pennsylvania/clarksmills/little_pict8152.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/clarksmills/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.399800,-80.186870 | ||||||||||||||
| 774 | Claude Avenue Bridge | This early box beam bridge served a road that has been cut off by a freeway. The technical description of the main or most noteworthy span of the bridge is a 57.7 ft (17.59 m) pre-stressed concrete Adjacent box beam, fixed. The bridge was primarily built by Unknown. | 42.985930 | -83.738840 | Claude Avenue | Swartz Creek | Flint | Genesee County, Michigan | Michigan | United States | Pre-Stressed Concrete | Adjacent | Box Beam | Fixed | 0 | 1 | 0 | 0 | 1957 | 0 | Unknown | 2 | 5 | 57.7 | 17.59 | 60 | 18.29 | 26 | 7.92 | https://historicbridges.org/michigan/claude/little_dscf4357_small.jpg | https://historicbridges.org/michigan/claude/little_dscf4357.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/claude/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.985930,-83.738840 | ||||||||||||||||
| 775 | ! | Clay Road Bridge | A tiny little bridge with lattice guardrails enhances a scenic area. The technical description of the main or most noteworthy span of the bridge is a 22 ft (6.71 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.038140 | -85.119150 | Clay Road | Union Drain 2 | Rural | Branch County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 5 | 1 | 0 | 0 | 1930 | 0 | Unknown | 3 | 4 | 22 | 6.71 | 26.2 | 7.99 | 14 | 4.27 | https://historicbridges.org/beam/clay/bkg_smich38_small.jpg | https://historicbridges.org/beam/clay/07hbme374.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=beam/clay/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.038140,-85.119150 | ||||||||||||||||
| 776 | Clay Road Bridge | A good example of a small Brookville Bridge Company of Brookville, Ohio bridge. The technical description of the main or most noteworthy span of the bridge is a 47 ft (14.33 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Brookville Bridge Company of Brookville, Ohio. | 41.687590 | -80.690280 | Clay Road | Mill Creek | Rural | Ashtabula County, Ohio | Ohio | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 1919 | 0 | Brookville Bridge Company of Brookville, Ohio | 5 | 5 | 47 | 14.33 | 50 | 15.24 | 16 | 4.88 | https://historicbridges.org/ohio/clay/little_img_8008_small.jpg | https://historicbridges.org/ohio/clay/little_img_8008.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/clay/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.687590,-80.690280 | ||||||||||||||
| 777 | Claypool Road Bridge | A traditionally composed bridge is part of one of the densest collection of metal truss bridges in the country. The technical description of the main or most noteworthy span of the bridge is a 109 ft (33.22 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 40.424340 | -83.009430 | Claypool Road (CR-146) | Whetstone Creek | Rural | Morrow County, Ohio | Ohio | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1913 | 1950 | Unknown | 5 | 5 | 109 | 33.22 | 111 | 33.83 | 13.8 | 4.21 | https://historicbridges.org/ohio/claypool/little_img_6780_small.jpg | https://historicbridges.org/ohio/claypool/little_img_6780.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/claypool/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.424340,-83.009430 | ||||||||||||||
| 778 | Cleaver Road Bridge | This is a very attractive and unaltered concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 43.126060 | -80.383660 | Cleaver Road | Whitemans Creek | Rural | Brant County, Ontario | Ontario | Canada | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/cleaverroad/little_cleaverroad0327_small.jpg | https://historicbridges.org/ontario/cleaverroad/little_cleaverroad0327.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/cleaverroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.126060,-80.383660 | |||||||||||||||
| 779 | Clement Street Bridge | Bay State Bridge | An attractive structure with several unusual details. The technical description of the main or most noteworthy span of the bridge is a 95 ft (28.96 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 42.319070 | -72.665160 | Clement Street | Mill River | Northampton | Hampshire County, Massachusetts | Massachusetts | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1894 | 1984 | Unknown | 7 | 7 | 95 | 28.96 | 97 | 29.57 | 13.5 | 4.11 | https://historicbridges.org/massachusetts/clement/little_pxl_20210926_190649655b_small.jpg | https://historicbridges.org/massachusetts/clement/little_pxl_20210926_190649655b.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/clement/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.319070,-72.665160 | |||||||||||||
| 781 | Cleveland Avenue Bridge | A rare surviving example of a stringer bridge with both built-up beams and original railings. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal pin and hanger stringer (multi-beam), fixed. The bridge was primarily built by L. A. Davidson of Saginaw, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 42.046120 | -86.494930 | Cleveland Avenue | I-94 | Lincoln Township | Berrien County, Michigan | Michigan | United States | Metal | Pin and Hanger | Stringer (Multi-Beam) | Fixed | 0 | 4 | 0 | 0 | 1960 | 0 | L. A. Davidson of Saginaw, Michigan | Michigan State Highway Department | 2 | 6 | 110 | 33.53 | 380 | 115.82 | 26 | 7.92 | https://historicbridges.org/other/clevelandave/bkg_07hbme053_small.jpg | https://historicbridges.org/other/clevelandave/07hbme098.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/clevelandave/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.046120,-86.494930 | |||||||||||||||
| 782 | Cleveland Street Bridge | A former trunkline bridge with historic and structural integrity, this is an impressive 90 foot plan example of a beautiful structure type. The technical description of the main or most noteworthy span of the bridge is a 88 ft (26.82 m) concrete 90 Foot Plan curved chord through girder, fixed. The bridge was primarily built by Price Brothers Company of Lansing, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 43.074580 | -86.052280 | Cleveland Street | Crockery Creek | Rural | Ottawa County, Michigan | Michigan | United States | Concrete | 90 Foot Plan | Curved Chord Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1923 | 0 | Price Brothers Company of Lansing, Michigan | Michigan State Highway Department | 7 | 8 | 88 | 26.82 | 90 | 27.43 | 23 | 7.01 | https://historicbridges.org/concrete/cleveland2/little_dscf8353_small.jpg | https://historicbridges.org/concrete/cleveland2/little_dscf8353.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/cleveland2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.074580,-86.052280 | ||||||||||||||
| 784 | Cleves Railroad Bridge | A very long six span railroad truss bridge is quite an impressive sight. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. | 39.169360 | -84.757900 | Railroad (Central Railroad of Indiana) | Great Miami River | Cleves | Hamilton County, Ohio | Ohio | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 6 | 0 | 0 | 1913 | 0 | Pennsylvania Steel Company of Steelton, Pennsylvania | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/clevesrr/little_pict0842_small.jpg | https://historicbridges.org/ohio/clevesrr/little_pict0842.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/clevesrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.169360,-84.757900 | ||||||||||||||
| 787 | Clinchport Railroad Bridge | This multi-span through truss has a noteworthy skew. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Virginia Bridge and Iron Company of Roanoke, Virginia. | 36.672170 | -82.748830 | Railroad (Norfolk Southern) | Clinch River | Clinchport | Scott County, Virginia | Virginia | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 5 | 3 | 0 | 0 | 1909 | 0 | Virginia Bridge and Iron Company of Roanoke, Virginia | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/virginia/clinchportrr/little_2008-62%20065_small.jpg | https://historicbridges.org/virginia/clinchportrr/little_2008-62%20065.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/clinchportrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.672170,-82.748830 | ||||||||||||||
| 788 | Clinton Avenue Bridge | One of the individually unique and beautiful bridges crossing one of the most important historic highways in the country. The technical description of the main or most noteworthy span of the bridge is a 88 ft (26.82 m) metal rigid-frame, fixed. The bridge was primarily built by Mariani Construction Company of New Haven, Connecticut. | 41.163370 | -73.363260 | Clinton Avenue | Merritt Parkway (CT-15) | Westport | Fairfield County, Connecticut | Connecticut | United States | Metal | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1940 | 1988 | Mariani Construction Company of New Haven, Connecticut | 6 | 6 | 88 | 26.82 | 93 | 28.35 | 30 | 9.14 | https://historicbridges.org/connecticut/clinton/little_img_2257_small.jpg | https://historicbridges.org/connecticut/clinton/little_img_2257.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/clinton/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.163370,-73.363260 | |||||||||||||||||
| 789 | Clinton Bridge | It would not cost much to make this attractive historic bridge like new if it recieves attention sooner rather than later. The technical description of the main or most noteworthy span of the bridge is a 184 ft (56.08 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 44.635470 | -69.501350 | Pleasant Street | Sebasticook River | Clinton | Kennebec County, Maine | Maine | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1936 | 0 | American Bridge Company of New York, New York | 6 | 6 | 184 | 56.08 | 190 | 57.91 | 22 | 6.71 | https://historicbridges.org/maine/clinton/little_p1520780_small.jpg | https://historicbridges.org/maine/clinton/little_p1520780.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maine/clinton/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.635470,-69.501350 | ||||||||||||||
| 790 | Clinton Trail Bridge | A small concrete t-beam bridge with paneled concrete railings. The technical description of the main or most noteworthy span of the bridge is a 21 ft (6.4 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. | 42.826640 | -85.165150 | Clinton Trail | Duck Creek | Rural | Ionia County, Michigan | Michigan | United States | Concrete | T-Beam | Fixed | 0 | 1 | 0 | 0 | 1928 | 0 | Unknown | 1 | 1 | 21 | 6.4 | 23 | 7.01 | 20 | 6.1 | https://historicbridges.org/michigan/clinton_duck/little_clintontrduckcr16_small.jpg | https://historicbridges.org/michigan/clinton_duck/little_clintontrduckcr16.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/clinton_duck/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.826640,-85.165150 | |||||||||||||||||
| 791 | Clintonia Road Bridge | This curved t-beam was sensitively rehabilitated, with deteriorated railing posts replaced with replicas. The technical description of the main or most noteworthy span of the bridge is a 83 ft (25.3 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by L. A. Davidson of Saginaw, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 42.827150 | -84.837120 | Clintonia Road | I-96 | Rural | Clinton County, Michigan and Ionia County, Michigan | Michigan | United States | Concrete | Curved | T-Beam | Fixed | 0 | Continuous | 4 | 0 | 0 | 1957 | 2005 | L. A. Davidson of Saginaw, Michigan | Michigan State Highway Department | 2 | 2 | 83 | 25.3 | 281 | 85.65 | 26 | 7.92 | https://historicbridges.org/michigan/clintonia/little_p1150038_small.jpg | https://historicbridges.org/michigan/clintonia/little_p1140980.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/clintonia/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.827150,-84.837120 | ||||||||||||||
| 792 | Clybourn Station Bridge | This is a large, curved, and skewed concrete encased through plate girder bridge. The technical description of the main or most noteworthy span of the bridge is a 62 ft (18.9 m) metal (concrete encased) through girder, fixed. The bridge was primarily built by Unknown. | 41.916320 | -87.667650 | Railroad (Metra Union Pacific North) | Ashland Avenue and Cortland Street | Chicago | Cook County, Illinois | Illinois | United States | Metal (Concrete Encased) | Through | Girder | Fixed | 0 | 3 | Concrete | Slab | Fixed | 0 | 2 | 0 | 0 | Unknown | 2 | 1 | 62 | 18.9 | 300 | 91.44 | 0 | 0 | https://historicbridges.org/illinois/clybournstation/little_p1440776_small.jpg | https://historicbridges.org/illinois/clybournstation/little_p1440776.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/clybournstation/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.916320,-87.667650 | |||||||||||||
| 793 | Clyde Hill Road Bridge | The one surviving historic span on this bridge is one of the last works of the Morse Bridge Company in Ohio. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Morse Bridge Company of Youngstown, Ohio. | 41.745650 | -80.999400 | Clyde Hill Road | Grand River | Rural | Ashtabula County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 9 | 2 | 0 | 0 | 1889 | 2003 | Morse Bridge Company of Youngstown, Ohio | 7 | 8 | 130 | 39.62 | 260 | 79.25 | 16.7 | 5.09 | https://historicbridges.org/ohio/clydehillroadbridge/little_clydehillroadbridge0501_small.jpg | https://historicbridges.org/ohio/clydehillroadbridge/little_clydehillroadbridge0501.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/clydehillroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.745650,-80.999400 | ||||||||||||||
| 794 | Dort Highway Railroad Overpass | M-54 Railroad Overpass | This attractive railroad overpass has since been altered by removal of its original railings. The technical description of the main or most noteworthy span of the bridge is a 76.8 ft (23.41 m) metal deck girder, fixed. The bridge was primarily built by Unknown. | 43.014450 | -83.654550 | Railroad (Canadian National) | M-54 (Dort Highway) | Flint | Genesee County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 1 | 0 | 2 | 1936 | 0 | Unknown | 2 | 3 | 76.8 | 23.41 | 104 | 31.7 | 0 | 0 | https://historicbridges.org/other/m54/little_img_0018_small.jpg | https://historicbridges.org/other/m54/little_img_0018.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/m54/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.014450,-83.654550 | |||||||||||||||
| 795 | Pine River CN Railroad Bridge | A traditional two span deck plate girder with some alterations. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 42.933880 | -82.555210 | Railroad (Canadian National) | Pine River | Rural | St. Clair County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | American Bridge Company of New York, New York | 1 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/other/pinerr/little_pict0011_small.jpg | https://historicbridges.org/other/pinerr/little_pict0011.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/pinerr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.933880,-82.555210 | ||||||||||||||||
| 796 | Third Welland Canal CN Railway Bridge | A rare camelback truss swing bridge no longer operates for boats since it crosses an abandoned section of canal, but still carries a lot of train traffic. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal rivet-connected Polygonal Warren through truss, movable: swing, Center Pier. The bridge was primarily built by Unknown. | 43.137810 | -79.176930 | Railroad (Canadian National) | Third Welland Canal | Rural | Niagara Region, Ontario | Ontario | Canada | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Movable: Swing | Center Pier | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 180 | 54.86 | 180 | 54.86 | 0 | 0 | https://historicbridges.org/truss/bypassrr/little_img_0025_small.jpg | https://historicbridges.org/truss/bypassrr/little_img_0025.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/bypassrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.137810,-79.176930 | |||||||||||||
| 797 | Coal Center Bridge | Water Street Bridge | A classic example of Penn Bridge Company of Beaver Falls, Pennsylvania design, this bridge in amazingly in decent shape. The technical description of the main or most noteworthy span of the bridge is a 101 ft (30.78 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania. | 40.069520 | -79.897230 | Water Street | Pike Run | Coal Center | Washington County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1888 | 1984 | Penn Bridge Company of Beaver Falls, Pennsylvania | 7 | 7 | 101 | 30.78 | 107 | 32.61 | 13.8 | 4.21 | https://historicbridges.org/pennsylvania/coalcenter/little_pict9900_small.jpg | https://historicbridges.org/pennsylvania/coalcenter/little_pict9900.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/coalcenter/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.069520,-79.897230 | |||||||||||||
| 798 | Coates Bridge | This unaltered concrete slab bridge with paneled railings has a heavy skew. The technical description of the main or most noteworthy span of the bridge is a 18 ft (5.49 m) concrete slab, fixed. The bridge was primarily built by Unknown. | 39.772250 | -76.047880 | Glenroy Road (TR-306) | Blackburn Run | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Concrete | Slab | Fixed | 0 | 2 | 0 | 0 | 1934 | 0 | Unknown | 1 | 1 | 18 | 5.49 | 42 | 12.8 | 19 | 5.79 | https://historicbridges.org/pennsylvania/bridge323coates/little_coates002_small.jpg | https://historicbridges.org/pennsylvania/bridge323coates/little_coates002.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge323coates/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.772250,-76.047880 | |||||||||||||||||
| 799 | Coatesville Bridge | This attractive stone arch forms a centerpiece for Coatesville. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) stone Segmental deck arch, fixed. The bridge was primarily built by Dunleavy Brothers of Coatesville, Pennsylvania. The bridge was primarily designed by Nathan R. Rambo. | 39.982860 | -75.824890 | US-30 Business (Historic Lincoln Highway) | West Branch Brandywine Creek | Coatesville | Chester County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 2 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 1914 | 0 | Dunleavy Brothers of Coatesville, Pennsylvania | Nathan R. Rambo | 6 | 6 | 50 | 15.24 | 114 | 34.75 | 45.3 | 13.81 | https://historicbridges.org/pennsylvania/bridge247coatesville/little_bridge247coatesville022_small.jpg | https://historicbridges.org/pennsylvania/bridge247coatesville/little_bridge247coatesville022.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge247coatesville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.982860,-75.824890 | |||||||||||
| 800 | Coatesville High Bridge | This is a large and impressive stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a 88 ft (26.82 m) stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 39.984240 | -75.826540 | Railroad (Amtrak and Norfolk Southern) | West Branch Brandywine Creek, PA-82, and Keystone Corridor | Coatesville | Chester County, Pennsylvania | Pennsylvania | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 12 | 0 | 0 | 1904 | 0 | Unknown | 7 | 7 | 88 | 26.82 | 934 | 284.68 | 52 | 15.85 | https://historicbridges.org/pennsylvania/coatesvilleviaduct/little_coatesvilleviaduct002_small.jpg | https://historicbridges.org/pennsylvania/coatesvilleviaduct/little_coatesvilleviaduct002.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/coatesvilleviaduct/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.984240,-75.826540 | |||||||||||||||
| 802 | Cochrans Mill Road Bridge | This stone arch bridge is unaltered and in good condition. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 40.292920 | -79.970190 | Cochrans Mill Road (PA-) | Lick Run | Jefferson | Allegheny County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1901 | 0 | Unknown | 6 | 6 | 24 | 7.32 | 24 | 7.32 | 16.4 | 5 | https://historicbridges.org/pennsylvania/cochransmillsroad/little_cochranmillroad1739_small.jpg | https://historicbridges.org/pennsylvania/cochransmillsroad/little_cochranmillroad1739.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/cochransmillsroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.292920,-79.970190 | |||||||||||||||
| 803 | Cochran Road Bridge | This unusual bridge does not follow the usual state standard plan for its type. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by E. C. Nolan and Son of Detroit, Michigan. | 42.544444 | -84.835556 | Cochran Road (BL-69) | Battle Creek River | Charlotte | Eaton County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1921 | 0 | E. C. Nolan and Son of Detroit, Michigan | 2 | 5 | 45 | 13.72 | 45 | 13.72 | 27 | 8.23 | https://historicbridges.org/michigan/cochran/little_p1340715_small.jpg | https://historicbridges.org/michigan/cochran/little_p1340715.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/cochran/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.544444,-84.835556 | |||||||||||||||
| 804 | Cogley Bridge | Pebble Road Bridge | This pony truss features an attractive mix of lattice and v-lacing on its members. The technical description of the main or most noteworthy span of the bridge is a 49 ft (14.94 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 40.847380 | -79.363650 | Pebble Road (TR-738) | South Branch Bear Creek | Rural | Armstrong County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1910 | 1971 | Unknown | 5 | 5 | 49 | 14.94 | 54 | 16.46 | 13.5 | 4.11 | https://historicbridges.org/pennsylvania/pebble/little_pict8673_small.jpg | https://historicbridges.org/pennsylvania/pebble/little_pict8673.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pebble/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.847380,-79.363650 | |||||||||||||
| 805 | Cokes Bridge | This is a small but beautiful example of the unusual brick and stone combination bridges in the county. The technical description of the main or most noteworthy span of the bridge is a 25 ft (7.62 m) stone and brick Segmental deck arch, fixed. The bridge was primarily built by R. T. Meredith. The bridge was primarily designed by Nathan R. Rambo. | 40.008030 | -75.465220 | Whitehorse Road (PA-1005) | Crum Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Stone and Brick | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1904 | 0 | R. T. Meredith | Nathan R. Rambo | 7 | 7 | 25 | 7.62 | 28 | 8.53 | 15.7 | 4.79 | https://historicbridges.org/pennsylvania/chester161coxes/little_coxesbridge3_small.jpg | https://historicbridges.org/pennsylvania/chester161coxes/little_coxesbridge3.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester161coxes/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.008030,-75.465220 | ||||||||||||||
| 806 | L | Colby Street Railroad Overpass | BR-31 Railroad Overpass | This bridge is far wider than its tiny length, and is noted for its use of a rare railing design. The technical description of the main or most noteworthy span of the bridge is a 22 ft (6.71 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Owen-Ames-Kimball Company. The bridge was primarily designed by Michigan State Highway Department. | 43.409720 | -86.349160 | Colby Street (BR-31) | Railroad (Rail-Trail) | Rural | Muskegon County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1933 | 0 | Owen-Ames-Kimball Company | Michigan State Highway Department | 1 | 2 | 22 | 6.71 | 22 | 6.71 | 54 | 16.46 | https://historicbridges.org/michigan/whitehallrailtrail/little_whitehallrrbus3112_small.jpg | https://historicbridges.org/michigan/whitehallrailtrail/little_whitehallrrbus3112.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/whitehallrailtrail/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.409720,-86.349160 | ||||||||||||||
| 808 | L | Cole Road Bridge | This small and charming bridge sits overgrown and on the verge of collapse. The technical description of the main or most noteworthy span of the bridge is a 38.7 ft (11.8 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. | 41.949800 | -84.341870 | Cole Road | Fitts Creek | Rural | Lenawee County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1897 | 0 | Unknown | 5 | 6 | 38.7 | 11.8 | 40 | 12.19 | 16 | 4.88 | https://historicbridges.org/truss/cole/lenawee279_small.jpg | https://historicbridges.org/truss/cole/lenawee278.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/cole/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.949800,-84.341870 | |||||||||||||
| 810 | ! | Collier Ridge Road Arch Bridge | Dearborn County Bridge 54 | This bridge is a small, but attractive and unaltered example of its type. The technical description of the main or most noteworthy span of the bridge is a 42.3 ft (12.89 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 39.168450 | -84.931290 | Collier Ridge Road | Branch West Fork Tanners Creek | Rural | Dearborn County, Indiana | Indiana | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 6 | 42.3 | 12.89 | 49 | 14.94 | 0 | 0 | https://historicbridges.org/indiana/collierridgearch/little_dscf7604_small.jpg | https://historicbridges.org/indiana/collierridgearch/little_dscf7604.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/collierridgearch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.168450,-84.931290 | |||||||||||||
| 811 | Como Park Golf Course Bridge | This is an attractive stone and red brick arch bridge, today part of a golf course. The technical description of the main or most noteworthy span of the bridge is a stone and brick Elliptical deck arch, fixed. The bridge was primarily built by Unknown. | 44.983940 | -93.145760 | Golf Course Path | Park Lagoon | St. Paul | Ramsey County, Minnesota | Minnesota | United States | Stone and Brick | Elliptical | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/minnesota/comoparkgolfcourse/little_comoparkgolfcourse4108_small.jpg | https://historicbridges.org/minnesota/comoparkgolfcourse/little_comoparkgolfcourse4108.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/comoparkgolfcourse/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.983940,-93.145760 | |||||||||||||||
| 812 | Concession Road 2 Sunnidale Bridge | This is a small pony truss on a quiet rural road on the edge of Minesing Wetlands Conservation Area. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 44.355680 | -79.893660 | Concession Road 2 Sunnidale | Mad River | Rural | Simcoe County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 60 | 18.29 | 60 | 18.29 | 0 | 0 | https://historicbridges.org/ontario/sunnidaleconcession2/little_p1560923_small.jpg | https://historicbridges.org/ontario/sunnidaleconcession2/little_p1560923.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/sunnidaleconcession2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.355680,-79.893660 | ||||||||||||||
| 816 | L | Collingwood Street Bridge | Creemore Bridge | This beautiful heritage bridge is a noteworthy local feature of Creemore. The technical description of the main or most noteworthy span of the bridge is a 102 ft (31.09 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by J.J. Dumond Contractors of Brentwood, Ontario and Hamilton Bridge Company of Hamilton, Ontario. | 44.322750 | -80.108610 | Collingwood Street | Mad River | Creemore | Simcoe County, Ontario | Ontario | Canada | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1913 | 1980 | J.J. Dumond Contractors of Brentwood, Ontario and Hamilton Bridge Company of Hamilton, Ontario | 7 | 7 | 102 | 31.09 | 104.6 | 31.88 | 14.3 | 4.36 | https://historicbridges.org/ontario/creemore/little_p1560786_small.jpg | https://historicbridges.org/ontario/creemore/little_p1560786.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/creemore/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.322750,-80.108610 | ||||||||||||
| 817 | ! | Collins Street Bridge | Bridge Street Bridge | This bridge is an extremely early example of riveted connections and has an unusual truss design as well. The technical description of the main or most noteworthy span of the bridge is a 85 ft (25.91 m) metal rivet-connected Warren (No Verticals) deck truss, fixed. The bridge was primarily built by Unknown. | 40.683540 | -76.186290 | Collins Street | Schuylkill River and Railroad (Reading, Blue Mountain, and Northern) | Pottsville | Schuylkill County, Pennsylvania | Pennsylvania | United States | Metal | Warren (No Verticals) | Rivet-Connected | Deck | Truss | Fixed | 4 | 4 | 0 | 0 | 1894 | 1997 | Unknown | 8 | 8 | 85 | 25.91 | 292 | 89 | 24.6 | 7.5 | https://historicbridges.org/pennsylvania/collins/little_img_20191102_130726_small.jpg | https://historicbridges.org/pennsylvania/collins/little_img_20191102_130726.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/collins/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.683540,-76.186290 | ||||||||||||
| 818 | Colonel John Joseph Tominac Memorial Bridge | This is a late example of a truss bridge but is noted for its very large main span. The technical description of the main or most noteworthy span of the bridge is a 480 ft (146.3 m) metal bolt-connected Pennsylvania through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Peth and Reed of Pittsburgh, Pennsylvania. | 40.338550 | -78.894220 | Maple Avenue (PA-271) | Little Conemaugh River and Railroad (Norfolk Southern) | Johnstown | Cambria County, Pennsylvania | Pennsylvania | United States | Metal | Pennsylvania | Bolt-Connected | Through | Truss | Fixed | 0 | 2 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 1958 | 1997 | Unknown | Peth and Reed of Pittsburgh, Pennsylvania | 5 | 6 | 480 | 146.3 | 934 | 284.68 | 42.3 | 12.89 | https://historicbridges.org/pennsylvania/tominac/little_dscf3383_small.jpg | https://historicbridges.org/pennsylvania/tominac/little_dscf3383.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/tominac/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.338550,-78.894220 | ||||||||||
| 820 | Columbia - Wrightsville Bridge | Veterans Memorial Bridge | This extremely ornate bridge was the longest concrete arch highway bridge in the world when completed and it remains today in excellent shape. The technical description of the main or most noteworthy span of the bridge is a 185 ft (56.39 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Wiley-Maxon Construction Company of Dayton, Ohio. The bridge was primarily designed by James B. Long and W. C. Frey. | 40.028880 | -76.516960 | PA-462 | Susquehanna River, PA-624, and Railroad (Norfolk Southern) | Columbia and Wrightsville | York County, Pennsylvania and Lancaster County, Pennsylvania | Pennsylvania | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 28 | Concrete | Curved | T-Beam | Fixed | 0 | 20 | 1929 | 1988 | Wiley-Maxon Construction Company of Dayton, Ohio | James B. Long and W. C. Frey | 10 | 10 | 185 | 56.39 | 6657 | 2029.05 | 38 | 11.58 | https://historicbridges.org/pennsylvania/columbiawrightsville/little_dscf1992_small.jpg | https://historicbridges.org/pennsylvania/columbiawrightsville/little_dscf1992.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/columbiawrightsville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.028880,-76.516960 | |||||||||
| 821 | Columbia Drain Private Bridge | One of the larger and more impressive private truss bridges in Huron County. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio, Smith - Wynkoop and McGormley Agents. | 43.715690 | -83.371650 | Private Trail | Columbia Drain | Rural | Huron County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 0 | Massillon Bridge Company of Massillon, Ohio, Smith - Wynkoop and McGormley Agents | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/columbia/little_pict8569_small.jpg | https://historicbridges.org/michigan/columbia/little_pict8569.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/columbia/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.715690,-83.371650 | ||||||||||||||
| 822 | Columbia Park Bridge | Bridge Number 93844 | This beautiful bridge is an old, largely unaltered, and unusual example of a steel arch bridge. The technical description of the main or most noteworthy span of the bridge is a metal two-hinged Braced Ribbed deck arch, fixed. The bridge was primarily built by Gillette-Herzog Manufacturing Company of Minneapolis, Minnesota. | 45.028110 | -93.251570 | Golf Course Path | Railroad (BNSF) | Minneapolis | Hennepin County, Minnesota | Minnesota | United States | Metal | Braced Ribbed | Two-Hinged | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1896 | 0 | Gillette-Herzog Manufacturing Company of Minneapolis, Minnesota | 7 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/minnesota/columbiagolfcourse/little_columbiagolfcourse4697_small.jpg | https://historicbridges.org/minnesota/columbiagolfcourse/little_columbiagolfcourse4697.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/columbiagolfcourse/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.028110,-93.251570 | |||||||||||||
| 823 | Columbia Railroad Bridge | This bridge appears to be a later example of an unusual truss configuration. The technical description of the main or most noteworthy span of the bridge is a metal bolt-connected Modified Warren (Subdivided) through truss, fixed. The bridge was primarily built by Unknown. | 31.287210 | -85.095290 | Railroad (Norfolk Southern) (Central of Georgia Railroad) | Chattahoochee River | Columbia | Houston County, Alabama and Early County, Georgia | Alabama and Georgia | United States | Metal | Modified Warren (Subdivided) | Bolt-Connected | Through | Truss | Fixed | 12 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/georgia/columbiarr/little_136_small.jpg | https://historicbridges.org/georgia/columbiarr/little_136.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=georgia/columbiarr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.287210,-85.095290 | ||||||||||||||
| 824 | Columbiaville Bridge | This standard deck plate girder is only noteworthy for its location in a scenic area. The technical description of the main or most noteworthy span of the bridge is a 60.5 ft (18.44 m) metal deck girder, fixed. The bridge was primarily built by Unknown. | 43.158690 | -83.410930 | Railroad (Southern Links Rail-Trail) | Flint River | Columbiaville | Lapeer County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | Unknown | 1 | 2 | 60.5 | 18.44 | 121 | 36.88 | 15 | 4.57 | https://historicbridges.org/michigan/columbiaville/little_apr22_columbiaville_20220402_150833_small.jpg | https://historicbridges.org/michigan/columbiaville/little_apr22_columbiaville_20220402_150833.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/columbiaville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.158690,-83.410930 | ||||||||||||||||
| 825 | Columbus Avenue Bridge | Washington Avenue Bridge / Warner Street Bridge | This altered bridge remains noteworthy because of its unusual sharply curved design. The technical description of the main or most noteworthy span of the bridge is a 107 ft (32.61 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 40.458560 | -80.023710 | Columbus Avenue | Railroad (Norfolk Southern) | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 8 | 2 | Metal | Through | Girder | Fixed | 0 | 1 | 1907 | 1990 | Unknown | 5 | 5 | 107 | 32.61 | 237 | 72.24 | 27.9 | 8.5 | https://historicbridges.org/pennsylvania/columbusavenue/swpenn072108_small.jpg | https://historicbridges.org/pennsylvania/columbusavenue/swpenn072104.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/columbusavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.458560,-80.023710 | |||||||||
| 826 | Columbus Drive Bridge | William P. Fahey Bridge | This non-historic bridge is listed only for comparitive purposes and for continuity of those using this website for a river tour. The technical description of the main or most noteworthy span of the bridge is a 269 ft (81.99 m) metal non-historic, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Paschen Contractors of Chicago, Illinois and American Bridge Company of New York, New York. The bridge was primarily designed by City of Chicago and Envirodyne Engineers Inc.. | 41.888610 | -87.620550 | Columbus Drive | Chicago River | Chicago | Cook County, Illinois | Illinois | United States | Metal | Non-Historic | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 1982 | 0 | Paschen Contractors of Chicago, Illinois and American Bridge Company of New York, New York | City of Chicago and Envirodyne Engineers Inc. | 0 | 0 | 269 | 81.99 | 389 | 118.57 | 90 | 27.43 | https://historicbridges.org/illinois/columbus/little_dscf6054_small.jpg | https://historicbridges.org/illinois/columbus/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/columbus/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.888610,-87.620550 | |||||||||||
| 827 | L | Columbus Road Bridge | Funded by Depression programs, this bridge retains excellent integrity and features an extremely rare incline. The technical description of the main or most noteworthy span of the bridge is a 220 ft (67.06 m) metal rivet-connected Camelback through truss, movable: vertical lift, Span Drive. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. The bridge was primarily designed by Ralph L. Harding of Cleveland, Ohio. | 41.488390 | -81.700520 | Columbus Road | Cuyahoga River | Cleveland | Cuyahoga County, Ohio | Ohio | United States | Metal | Camelback | Rivet-Connected | Through | Truss | Movable: Vertical Lift | Span Drive | 11 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 1940 | 0 | Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin | Ralph L. Harding of Cleveland, Ohio | 7 | 9 | 220 | 67.06 | 359 | 109.42 | 42 | 12.8 | https://historicbridges.org/ohio/columbus/cleveland0100_small.jpg | https://historicbridges.org/ohio/columbus/cleveland1088.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/columbus/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.488390,-81.700520 | ||||||||
| 828 | Commerce Street Bridge | A relatively long span rigid frame span over a water feature. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) concrete rigid-frame, fixed. The bridge was primarily built by Arthur R. Henry Inc.. | 39.429220 | -75.236200 | Commerce Street | Cohansey River | Bridgeton | Cumberland County, New Jersey | New Jersey | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1950 | 0 | Arthur R. Henry Inc. | 4 | 4 | 80 | 24.38 | 90 | 27.43 | 32.2 | 9.81 | https://historicbridges.org/newjersey/commercestreet/little_commercestreet014_small.jpg | https://historicbridges.org/newjersey/commercestreet/little_commercestreet014.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/commercestreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.429220,-75.236200 | |||||||||||||||||
| 831 | Conestogo Bridge | This spectacular two-span truss bridge is one of the oldest metal bridges remaining in Canada! The technical description of the main or most noteworthy span of the bridge is a 130.6 ft (39.81 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. | 43.538630 | -80.505220 | Glasgow Street | Conestoga River | Conestogo | Waterloo Region, Ontario | Ontario | Canada | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 2 | 0 | 0 | 1886 | 1926 | Hamilton Bridge Company of Hamilton, Ontario | 9 | 9 | 130.6 | 39.81 | 261 | 79.55 | 18 | 5.49 | https://historicbridges.org/ontario/conestogo/little_p1550895_small.jpg | https://historicbridges.org/ontario/conestogo/little_p1550895.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/conestogo/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.538630,-80.505220 | ||||||||||||||
| 833 | Concession A Road Bridge | This bridge has been closed to traffic but would be worth rehabilitating and reopening for vehicular use. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 42.603420 | -80.501030 | Concession A Road | Big Creek | Rural | Norfolk County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/concessionaroad/little_p1600184_small.jpg | https://historicbridges.org/ontario/concessionaroad/little_p1600184.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/concessionaroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.603420,-80.501030 | ||||||||||||||
| 840 | Cone Road Private Bridge | This example of a stringer bridge with lattice railing serves a driveway. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is privately owned but is right next to a public road. | 42.033052 | -83.697598 | Private Drive | Cone Road Drain | Rural | Monroe County, Michigan | Michigan | United States | This bridge is privately owned but is right next to a public road. | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 1 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/cone/little_p1130014_small.jpg | https://historicbridges.org/michigan/cone/little_p1130014.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/cone/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.033052,-83.697598 | ||||||||||||||||
| 843 | Congress Parkway Bridge | Wagner Memorial Bridge, Ida B. Wells Drive Bridge | One of the most unusually designed of the Chicago bridges, because it uses the Warren truss configuration rather than the Pratt. The technical description of the main or most noteworthy span of the bridge is a 221.5 ft (67.51 m) metal rivet-connected Warren deck truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Overland Construction Company of Chicago, Illinois. | 41.875630 | -87.636740 | Congress Parkway (Ida B. Wells Drive) | South Branch Chicago River | Chicago | Cook County, Illinois | Illinois | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | 0 | 2 | 1956 | 2010 | Overland Construction Company of Chicago, Illinois | 6 | 6 | 221.5 | 67.51 | 335 | 102.11 | 83.7 | 25.51 | https://historicbridges.org/illinois/congress/little_chicagocongressparkway6495_small.jpg | https://historicbridges.org/illinois/congress/little_chicagocongressparkway6495.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/congress/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.875630,-87.636740 | ||||||||||||
| 845 | Congress Street Bridge | One of several historic movable bridges in this area of Boston. The technical description of the main or most noteworthy span of the bridge is a 93.8 ft (28.59 m) metal rivet-connected Warren pony truss, movable: single leaf bascule, Heel Trunnion. The bridge was primarily built by Boston Bridge Works of Boston, Massachusetts. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. | 42.351667 | -71.051389 | Congress Street | Fort Point Channel | Boston | Suffolk County, Massachusetts | Massachusetts | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Movable: Single Leaf Bascule | Heel Trunnion | 0 | 2 | Metal | Deck | Girder | Movable: Double Leaf Bascule | 0 | 8 | 1930 | 2008 | Boston Bridge Works of Boston, Massachusetts | Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois | 7 | 7 | 93.8 | 28.59 | 547 | 166.73 | 40 | 12.19 | https://historicbridges.org/massachusetts/congress/little_pict6213_small.jpg | https://historicbridges.org/massachusetts/congress/little_pict6213.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/congress/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.351667,-71.051389 | ||||||||
| 846 | Congress Street Bridge | One of the individually unique and beautiful bridges crossing one of the most important historic highways in the country. The technical description of the main or most noteworthy span of the bridge is a 63 ft (19.2 m) concrete rigid-frame, fixed. The bridge was primarily built by Edward E. Bray Construction Company of Bridgeport, Connecticut. | 41.190130 | -73.299490 | Congress Street | Merritt Parkway (CT-15) | Fairfield | Fairfield County, Connecticut | Connecticut | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1938 | 0 | Edward E. Bray Construction Company of Bridgeport, Connecticut | 6 | 6 | 63 | 19.2 | 72 | 21.95 | 30 | 9.14 | https://historicbridges.org/connecticut/congress/little_img_2324_small.jpg | https://historicbridges.org/connecticut/congress/little_img_2324.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/congress/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.190130,-73.299490 | |||||||||||||||||
| 847 | Conrail Little Calumet River Railroad Bridge | One of a number of railroad truss bridges on the Little Calumet River. The technical description of the main or most noteworthy span of the bridge is a metal bolt-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. | 41.639180 | -87.566740 | Railroad (Conrail) | Little Calumet River | Calumet City | Cook County, Illinois | Illinois | United States | Metal | Polygonal Warren | Bolt-Connected | Through | Truss | Fixed | 10 | 1 | Metal | Deck | Girder | Fixed | 0 | 0 | 1958 | 0 | Unknown | 4 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/littlecalumetrr2/little_p1250860_small.jpg | https://historicbridges.org/illinois/littlecalumetrr2/little_p1250860.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/littlecalumetrr2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.639180,-87.566740 | ||||||||||
| 848 | Cons Road Bridge | County Bridge Number 13 | This bridge is one of several bridges displaying the same uncommon truss configuration. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Owego Bridge Company of Owego, New York. | 41.696940 | -76.601670 | Cons Road (TR-350) | Towanda Creek | Rural | Bradford County, Pennsylvania | Pennsylvania | United States | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 1904 | 1962 | Owego Bridge Company of Owego, New York | 7 | 8 | 90 | 27.43 | 91 | 27.74 | 13.5 | 4.11 | https://historicbridges.org/pennsylvania/cons/newyork0820_small.jpg | https://historicbridges.org/pennsylvania/cons/newyork0820.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/cons/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.696940,-76.601670 | |||||||||||||
| 849 | Cooke Road Bridge | Gaddis Ford Bridge | This exceedingly rare Melan arch is among the oldest concrete bridges in the country. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Buckeye Portland Cement Company of Bellefontaine, Ohio. The bridge was primarily designed by William H. Pratt. | 40.512070 | -82.614520 | Cooke Road | Tributary North Branch Kokosing River | Rural | Knox County, Ohio | Ohio | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1896 | 0 | Buckeye Portland Cement Company of Bellefontaine, Ohio | William H. Pratt | 9 | 9 | 50 | 15.24 | 52.2 | 15.91 | 13 | 3.96 | https://historicbridges.org/ohio/cooke4236580/little_cooke4236580_037_small.jpg | https://historicbridges.org/ohio/cooke4236580/little_cooke4236580_037.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/cooke4236580/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.512070,-82.614520 | |||||||||||||
| 850 | Cool Spring Creek Bridge | One of two similar bridges in the county that are only known remaining examples of their kind in Pennsylvania. The technical description of the main or most noteworthy span of the bridge is a concrete curved chord through girder, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on what is today a private drive. | 41.261670 | -80.184390 | Private Drive (Former US-62 Alignment) | Cool Spring Creek | Rural | Mercer County, Pennsylvania | Pennsylvania | United States | This bridge is on what is today a private drive. | Concrete | Curved Chord Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/old62girder2/little_img_9340_small.jpg | https://historicbridges.org/pennsylvania/old62girder2/little_img_9340.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/old62girder2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.261670,-80.184390 | |||||||||||||||
| 852 | Coopersville and Marne Railroad Overpass | It is possible that this plate girder overpass may be very old example of its type. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. | 43.029640 | -85.790500 | Railroad (Coopersville and Marne) | Railroad (Abandoned Muskegon, Grand Rapids, and Indiana Railroad) | Rural | Ottawa County, Michigan | Michigan | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/coopersville2/little_coopersvillemarnerrabandonedgrade4_small.jpg | https://historicbridges.org/michigan/coopersville2/little_coopersvillemarnerrabandonedgrade4.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/coopersville2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.029640,-85.790500 | ||||||||||||||||
| 854 | Copper Creek Viaduct | An impressive high level bridge structure. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal deck girder, fixed. The bridge was primarily built by Millard-Quigg Construction Company of Philadelphia, Pennsylvania. | 36.655360 | -82.744450 | Railroad (CSX and Norfolk Southern) (Former Clinchfield Railroad) | Copper Creek | Rural | Scott County, Virginia | Virginia | United States | Metal | Deck | Girder | Fixed | 0 | 19 | 0 | 0 | 1908 | 0 | Millard-Quigg Construction Company of Philadelphia, Pennsylvania | 6 | 6 | 70 | 21.34 | 1091 | 332.54 | 0 | 0 | https://historicbridges.org/virginia/coppercreekviaduct/little_2008-62%20033_small.jpg | https://historicbridges.org/virginia/coppercreekviaduct/little_2008-62%20033.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/coppercreekviaduct/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.655360,-82.744450 | ||||||||||||||||
| 855 | ! | Copps Mine Road Bridge | An attractive pony truss is buried back on this rural road, rewarding all who venture down the road. The technical description of the main or most noteworthy span of the bridge is a 68 ft (20.73 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 46.445090 | -89.694190 | Copps Mine Road | Presque Isle River | Rural | Gogebic County, Michigan | Michigan | United States | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1906 | 0 | Unknown | 5 | 7 | 68 | 20.73 | 70 | 21.34 | 12 | 3.66 | https://historicbridges.org/michigan/coppsmine/main_small.jpg | https://historicbridges.org/michigan/coppsmine/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/coppsmine/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.445090,-89.694190 | |||||||||||||
| 857 | Cortland Street Bridge | West Clybourn Place Bridge | Easily the most significant Chicago bridge, this ornate bridge was the first trunnion bascule bridge ever built! The technical description of the main or most noteworthy span of the bridge is a 128 ft (39.01 m) metal rivet-connected Pratt through truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by City of Chicago. | 41.916970 | -87.664160 | Cortland Street | North Branch Chicago River | Chicago | Cook County, Illinois | Illinois | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Movable: Double Leaf Bascule | Fixed Trunnion | 14 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 1901 | 1997 | American Bridge Company of New York, New York | City of Chicago | 9 | 10 | 128 | 39.01 | 217 | 66.14 | 36 | 10.97 | https://historicbridges.org/truss/cortland/cortland_small.jpg | https://historicbridges.org/truss/cortland/little_brg_1662_3_4v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/cortland/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.916970,-87.664160 | ||||||||
| 859 | Comstock Road Bridge | A 1930s/40s style beam bridge was partially restored. The technical description of the main or most noteworthy span of the bridge is a 29 ft (8.84 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 43.144240 | -82.651910 | Comstock Road | Silver Creek (Eves Drain) | Rural | St. Clair County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | 1939 | 0 | Unknown | 2 | 2 | 29 | 8.84 | 59.7 | 18.2 | 20 | 6.1 | https://historicbridges.org/beam/comstock/little_apr22_comstock_20220402_133224_small.jpg | https://historicbridges.org/beam/comstock/little_apr22_comstock_20220402_133224.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=beam/comstock/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.144240,-82.651910 | |||||||||||||||||
| 860 | Concord Railroad Bridge | This small riveted deck plate girder is being reused for a rail-trail. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. | 42.180390 | -84.635920 | Railroad (Falling Waters Rail-Trail) | Mill Pond (North Branch Kalamazoo River) | Concord | Jackson County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 3 | 0 | 0 | 1932 | 0 | Unknown | 1 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/concord/little_dscf4693_small.jpg | https://historicbridges.org/michigan/concord/little_dscf4693.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/concord/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.180390,-84.635920 | ||||||||||||||||
| 862 | Connersville Railroad Bridge | A three span railroad bridge sits hiding behind the trees. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 39.643970 | -85.125250 | Railroad (Baltimore and Ohio) | Whitewater River | Connersville | Fayette County, Indiana | Indiana | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 3 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/indiana/connersvillerr/little_101_small.jpg | https://historicbridges.org/indiana/connersvillerr/little_101.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/connersvillerr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.643970,-85.125250 | ||||||||||||||
| 865 | Coventryville Bridge | A tiny but well-preserved stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 40.173990 | -75.695880 | Old Ridge Road | Rock Run | Coventryville | Chester County, Pennsylvania | Pennsylvania | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/coventryville/little_snow038_small.jpg | https://historicbridges.org/pennsylvania/coventryville/little_snow038.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/coventryville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.173990,-75.695880 | |||||||||||||||
| 866 | Barnard Bridge | Putnam County Bridge 45 / Hendricks County Bridge 264 | Sitting relatively high above the river for a bridge of its kind, this bridge is a good example of a riveted Pratt truss. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 39.830630 | -86.686690 | County Line Road (CR-900 East) | Big Walnut Creek | Rural | Hendricks County, Indiana and Putnam County, Indiana | Indiana | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1915 | 0 | Unknown | 6 | 6 | 140 | 42.67 | 140.8 | 42.92 | 15.7 | 4.79 | https://historicbridges.org/indiana/900east/little_dscf4877_small.jpg | https://historicbridges.org/indiana/900east/little_dscf4877.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/900east/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.830630,-86.686690 | |||||||||||||
| 867 | Cove Road Bridge | Bridge E-61 | This bridge is a rare example of an Erie Canal truss bridge that follows a Parker truss configuration. The technical description of the main or most noteworthy span of the bridge is a 183.7 ft (55.99 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. | 43.202270 | -75.712210 | Cove Road | Erie Canal (New York State Barge Canal) | Rural | Oneida County, New York | New York | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | Concrete | Slab | Fixed | 0 | 4 | 1908 | 1955 | Groton Bridge Company of Groton, New York | 8 | 8 | 183.7 | 55.99 | 302.8 | 92.29 | 15 | 4.57 | https://historicbridges.org/newyork/sylvanbeach/little_sylvanbch13_small.jpg | https://historicbridges.org/newyork/sylvanbeach/little_sylvanbch13.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/sylvanbeach/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.202270,-75.712210 | ||||||||||
| 868 | County Line Road Bridge | This bridge is an intact example of a bridge type not normally built or found in New York State. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) concrete through girder, fixed. The bridge was primarily built by Unknown. | 43.239890 | -77.996750 | County Line Road | East Branch Sandy Creek | Rural | Monroe County, New York and Orleans County, New York | New York | United States | Concrete | Through | Girder | Fixed | 0 | 2 | 0 | 0 | 1928 | 0 | Unknown | 5 | 6 | 24 | 7.32 | 54.8 | 16.7 | 24 | 7.32 | https://historicbridges.org/newyork/countylineroad/little_p1420303_small.jpg | https://historicbridges.org/newyork/countylineroad/little_p1420303.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/countylineroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.239890,-77.996750 | ||||||||||||||||
| 869 | County Park Road Bridge | This bridge is among the larger of the stone arch bridges in Chester County. The technical description of the main or most noteworthy span of the bridge is a 47 ft (14.33 m) stone Segmental deck arch, fixed. The bridge was primarily built by Corcoran Construction Company of West Chester, Pennsylvania. The bridge was primarily designed by Nathan R. Rambo. | 39.936900 | -75.729530 | County Park Road | West Branch Brandywine Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 4 | 0 | 0 | 1908 | 0 | Corcoran Construction Company of West Chester, Pennsylvania | Nathan R. Rambo | 7 | 6 | 47 | 14.33 | 144 | 43.89 | 16 | 4.88 | https://historicbridges.org/pennsylvania/chester325phillips/little_bridge32521_small.jpg | https://historicbridges.org/pennsylvania/chester325phillips/little_bridge3258.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester325phillips/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.936900,-75.729530 | ||||||||||||||
| 870 | County Park Road Bridge | This through plate girder is flanked by small stone arch spans at each end. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal through girder, fixed. The bridge was primarily built by Morris Knauer. The bridge was primarily designed by Nathan R. Rambo. | 40.169820 | -75.725370 | County Park Road | French Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 1 | Stone | Segmental | Deck | Arch | Fixed | 0 | 2 | 1915 | 0 | Morris Knauer | Nathan R. Rambo | 6 | 6 | 50 | 15.24 | 88 | 26.82 | 17.4 | 5.3 | https://historicbridges.org/pennsylvania/bridge259knauertown/little_bridge259knauertown024_small.jpg | https://historicbridges.org/pennsylvania/bridge259knauertown/little_bridge259knauertown024.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge259knauertown/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.169820,-75.725370 | ||||||||||
| 872 | Court Street Bridge | The only surviving concrete curved chord through girder bridge in Arenac County, it is unusual to see this type on a dirt road! The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) concrete 90 Foot Plan curved chord through girder, fixed. The bridge was primarily built by Frank and Stiehl of Au Gres, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 44.108640 | -83.696260 | Court Street Road | Silver Creek | Rural | Arenac County, Michigan | Michigan | United States | Concrete | 90 Foot Plan | Curved Chord Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1926 | 0 | Frank and Stiehl of Au Gres, Michigan | Michigan State Highway Department | 7 | 7 | 90 | 27.43 | 94.8 | 28.9 | 20 | 6.1 | https://historicbridges.org/concrete/court/little_p1320135_small.jpg | https://historicbridges.org/concrete/court/little_p1320135.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/court/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.108640,-83.696260 | ||||||||||||||
| 873 | L | Court Street Bridge | A poorly designed rehabilitation destroys an opportunity to maintain the modest beauty in this small bridge. The technical description of the main or most noteworthy span of the bridge is a 32.8 ft (10 m) metal stringer (multi-beam), fixed. The bridge was primarily built by P. E. Mason Company of Sandusky, Michigan. The bridge was primarily designed by G. J. McLravy and Sons of Lansing, Michigan. | 43.053050 | -83.309430 | Court Street | Farmers Creek | Lapeer | Lapeer County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1951 | 0 | P. E. Mason Company of Sandusky, Michigan | G. J. McLravy and Sons of Lansing, Michigan | 1 | 1 | 32.8 | 10 | 34.8 | 10.61 | 44 | 13.41 | https://historicbridges.org/michigan/lapeercourt/little_p1540408_small.jpg | https://historicbridges.org/michigan/lapeercourt/little_p1540408.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/lapeercourt/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.053050,-83.309430 | |||||||||||||||
| 874 | Court Street Bridge | Although heavilly altered, this bridge, once part of a larger viaduct, is still important for its large, visually striking arch span. The technical description of the main or most noteworthy span of the bridge is a 59.7 ft (18.2 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Illinois Bridge Company of Chicago, Illinois. | 43.008140 | -83.697800 | Court Street (M-21) | Swartz Creek | Flint | Genesee County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1914 | 1963 | Illinois Bridge Company of Chicago, Illinois | 3 | 5 | 59.7 | 18.2 | 79.7 | 24.29 | 50 | 15.24 | https://historicbridges.org/michigan/m21flint/little_pict6854_small.jpg | https://historicbridges.org/michigan/m21flint/little_pict6854.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m21flint/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.008140,-83.697800 | |||||||||||||||
| 875 | Cove Road Bridge | This is a good example of small-scale t-beam construction in Michigan. The technical description of the main or most noteworthy span of the bridge is a 22 ft (6.71 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. | 42.946800 | -82.708850 | Cove Road | Unnamed Creek | Rural | St. Clair County, Michigan | Michigan | United States | Concrete | T-Beam | Fixed | 0 | 1 | 0 | 0 | 1921 | 0 | Unknown | 2 | 2 | 22 | 6.71 | 26.2 | 7.99 | 19.4 | 5.91 | https://historicbridges.org/michigan/cove/07photos462_small.jpg | https://historicbridges.org/michigan/cove/07photos462.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/cove/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.946800,-82.708850 | |||||||||||||||||
| 876 | Covington and Newport Railroad Bridge | A large three span railroad truss bridge provides interest to an otherwise unsightly junkyard area. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. | 39.076830 | -84.497590 | Railroad (CSX) | Licking River | Covington and Newport | Campbell County, Kentucky and Kenton County, Kentucky | Kentucky | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 3 | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/kentucky/covingtonrr/little_pict1713_small.jpg | https://historicbridges.org/kentucky/covingtonrr/little_pict1713.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/covingtonrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.076830,-84.497590 | ||||||||||
| 878 | Cowling Road Bridge | Old Gross Bridge | This is one of the most unusual and fascinating concrete arch bridges in Michigan, a pre-1909 arch bridge composed of unreinforced concrete! The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by William Gross. | 41.970480 | -85.649240 | Cowling Road (Old Alignment) | Rocky River | Rural | St. Joseph County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | William Gross | 8 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/other/cowling/bkg_smich13_small.jpg | https://historicbridges.org/other/cowling/smich054.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/cowling/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.970480,-85.649240 | ||||||||||||||
| 879 | CP Railroad Private Overpass | An unaltered example of a wooden railroad grade separation. The technical description of the main or most noteworthy span of the bridge is a wood stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.991900 | -81.318100 | Private Drive | Railroad (Canadian Pacific) | London | Middlesex County, Ontario | Ontario | Canada | Wood | Stringer (Multi-Beam) | Fixed | 0 | 5 | 0 | 0 | 0 | 0 | Unknown | 1 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/privaterr/little_privatebridge1_small.jpg | https://historicbridges.org/ontario/privaterr/little_privatebridge1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/privaterr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.991900,-81.318100 | |||||||||||||||||
| 880 | Craig Road Bridge | An excellent example of the work done by the Youngstown Bridge Company of Youngstown, Ohio in the late 19th Century. The technical description of the main or most noteworthy span of the bridge is a 74.2 ft (22.62 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Youngstown Bridge Company of Youngstown, Ohio. | 41.702520 | -80.125830 | Craig Road (TR-600) | Woodcock Creek | Rural | Crawford County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 1896 | 1994 | Youngstown Bridge Company of Youngstown, Ohio | 7 | 7 | 74.2 | 22.62 | 80 | 24.38 | 15 | 4.57 | https://historicbridges.org/pennsylvania/craig/little_craigroadadd1706_small.jpg | https://historicbridges.org/pennsylvania/craig/little_craigroadadd1706.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/craig/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.702520,-80.125830 | ||||||||||||||
| 881 | Crawford Avenue Bridge | Pulaski Road Bridge | This bridge is significant since it is one of the oldest truss bridges on this waterway. The technical description of the main or most noteworthy span of the bridge is a 207 ft (63.09 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. | 41.651500 | -87.718750 | Crawford Avenue (Pulaski Road) | Calumet Sag Channel | Robbins | Cook County, Illinois | Illinois | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 9 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 1932 | 1971 | McClintic-Marshall Company of Pittsburgh, Pennsylvania | 6 | 7 | 207 | 63.09 | 335 | 102.11 | 40 | 12.19 | https://historicbridges.org/illinois/pulaskicrawford/little_p1280045_small.jpg | https://historicbridges.org/illinois/pulaskicrawford/little_p1280045.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/pulaskicrawford/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.651500,-87.718750 | ||||||||||
| 882 | Creek Road Bridge | This half-hip pony had tall trusses and unusual decorative rivets on the railing. The technical description of the main or most noteworthy span of the bridge is a 68 ft (20.73 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. | 41.759722 | -80.239167 | Creek Road (TR-751) | Cussewago Creek | Rural | Crawford County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1895 | 1993 | Unknown | 6 | 5 | 68 | 20.73 | 72 | 21.95 | 14.8 | 4.51 | https://historicbridges.org/pennsylvania/creek/bkg_swpenn1552_small.jpg | https://historicbridges.org/pennsylvania/creek/swpenn073821.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/creek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.759722,-80.239167 | ||||||||||||||
| 885 | Crozer Street Bridge | A former trunk line bridge, this is an early surviving example of a concrete girder bridge in Michigan. The technical description of the main or most noteworthy span of the bridge is a 34 ft (10.36 m) concrete through girder, fixed. The bridge was primarily built by R. L. Ericson of Bessemer, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 46.274820 | -89.177940 | Crozer Street | Middle Branch Ontonagon River | Watersmeet | Gogebic County, Michigan | Michigan | United States | Concrete | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1919 | 0 | R. L. Ericson of Bessemer, Michigan | Michigan State Highway Department | 4 | 6 | 34 | 10.36 | 35 | 10.67 | 18 | 5.49 | https://historicbridges.org/michigan/crozerstreet/little_crozerstreet_4335_small.jpg | https://historicbridges.org/michigan/crozerstreet/little_crozerstreet_4335.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/crozerstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.274820,-89.177940 | |||||||||||||||
| 891 | CR-22 Bean Creek Bridge | This is a long-abandoned through truss that is in good condition so long as a tree does not fall on it. The technical description of the main or most noteworthy span of the bridge is a 123 ft (37.49 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 41.631740 | -84.287200 | CR-22 | Bean Creek | Rural | Fulton County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1910 | 0 | Unknown | 7 | 7 | 123 | 37.49 | 126 | 38.4 | 13 | 3.96 | https://historicbridges.org/truss/cr22/lenawee177_small.jpg | https://historicbridges.org/truss/cr22/lenawee177.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/cr22/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.631740,-84.287200 | ||||||||||||||
| 892 | CR-22 Old Bean Creek Bridge | An forgotten pony truss with unusual v-laced railings remains back on this abandoned road. The technical description of the main or most noteworthy span of the bridge is a 47 ft (14.33 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. | 41.626410 | -84.286980 | CR-22 | Old Bean Creek | Rural | Fulton County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1919 | 0 | Unknown | 6 | 6 | 47 | 14.33 | 50 | 15.24 | 13.5 | 4.11 | https://historicbridges.org/ohio/cr22b/little_pict8085_small.jpg | https://historicbridges.org/ohio/cr22b/little_pict8085.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/cr22b/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.626410,-84.286980 | ||||||||||||||
| 893 | Brentwood Camp Bridge | CR-43 Bridge | A classic riveted through truss is a worthwhile stop for anyone passing through the area. The technical description of the main or most noteworthy span of the bridge is a 119.8 ft (36.52 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 42.295400 | -78.057440 | Camp Road (CR-43) | Angelica Creek | Rural | Allegany County, New York | New York | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1930 | 0 | Unknown | 5 | 5 | 119.8 | 36.52 | 126 | 38.4 | 16.7 | 5.09 | https://historicbridges.org/newyork/cr43/newyork0387_small.jpg | https://historicbridges.org/newyork/cr43/newyork0380.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/cr43/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.295400,-78.057440 | |||||||||||||
| 894 | Paint Creek 4 Mile Road Bridge | CR-45 Bridge | One of a handful of remaining Champion Bridge Company of Wilmington, Ohio bridges in Preble County built in the late 50s and early 60s. The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Champion Bridge Company of Wilmington, Ohio. | 39.655120 | -84.685540 | CR-45 (Paint Creek 4 Mile Road) | Paint Creek | Rural | Preble County, Ohio | Ohio | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1960 | 0 | Champion Bridge Company of Wilmington, Ohio | 4 | 3 | 64 | 19.51 | 73.2 | 22.31 | 20 | 6.1 | https://historicbridges.org/ohio/paintcreek4mile/little_pict2424_small.jpg | https://historicbridges.org/ohio/paintcreek4mile/little_pict2424.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/paintcreek4mile/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.655120,-84.685540 | |||||||||||||
| 895 | CR-45 Bridge | Small, traditional truss bridges like this should not be overlooked. The technical description of the main or most noteworthy span of the bridge is a 36 ft (10.97 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 39.405740 | -91.992620 | CR-45 (Monroe Road 756) | Turkey Creek | Rural | Monroe County, Missouri | Missouri | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1930 | 0 | Unknown | 5 | 4 | 36 | 10.97 | 37 | 11.28 | 12.1 | 3.69 | https://historicbridges.org/missouri/cr45/little_dscf6034_small.jpg | https://historicbridges.org/missouri/cr45/little_dscf6034.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/cr45/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.405740,-91.992620 | ||||||||||||||
| 896 | CR-52 Bridge | This bridge may be tiny, yet it was built at a time when even small bridges were designed to look nice. The technical description of the main or most noteworthy span of the bridge is a metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 41.458730 | -85.675520 | CR-52 | Unnamed Drain | Rural | Elkhart County, Indiana | Indiana | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 1 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/indiana/cr52/07photos143_small.jpg | https://historicbridges.org/indiana/cr52/07photos142.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/cr52/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.458730,-85.675520 | |||||||||||||||||
| 897 | Calispell Ridge Road Bridge | CR-58 Bridge | A relatively early example of an Oregonia Bridge Company truss bridge. The technical description of the main or most noteworthy span of the bridge is a 119 ft (36.27 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Oregonia Bridge Company of Lebanon, Ohio. | 38.714540 | -81.934920 | Calispell Ridge Road (CR-58) | Thirteen Mile Creek | Rural | Mason County, West Virginia | West Virginia | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1904 | 0 | Oregonia Bridge Company of Lebanon, Ohio | 6 | 7 | 119 | 36.27 | 124 | 37.8 | 12 | 3.66 | https://historicbridges.org/wvirginia/cr58/bkg_07march328_small.jpg | https://historicbridges.org/wvirginia/cr58/07march0829.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/cr58/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.714540,-81.934920 | |||||||||||||
| 898 | CR-71 Bridge | Monroe Road 859 Bridge | A rare and historically complete example of a bedstead truss bridge. The technical description of the main or most noteworthy span of the bridge is a 61 ft (18.59 m) metal pin-connected Pratt bedstead pony truss, fixed. The bridge was primarily built by Illinois Steel Bridge Company of Jacksonville, Illinois. | 39.347130 | -92.042850 | CR-71 (Monroe Road 859) | Long Branch Creek | Rural | Monroe County, Missouri | Missouri | United States | Metal | Pratt | Pin-Connected | Bedstead Pony | Truss | Fixed | 4 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1911 | 0 | Illinois Steel Bridge Company of Jacksonville, Illinois | 8 | 8 | 61 | 18.59 | 91 | 27.74 | 11.8 | 3.6 | https://historicbridges.org/missouri/cr71/little_dscf6042b_small.jpg | https://historicbridges.org/missouri/cr71/little_dscf6042b.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/cr71/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.347130,-92.042850 | ||||||||||
| 901 | CR-76 Bridge | Monroe Road 819 Bridge | An unusual and noteworthy example of a bedstead with riveted connections. The technical description of the main or most noteworthy span of the bridge is a 48 ft (14.63 m) metal rivet-connected Warren bedstead pony truss, fixed. The bridge was primarily built by Unknown. | 39.349160 | -92.081640 | CR-76 (Monroe Road 819) | Long Branch Creek | Rural | Monroe County, Missouri | Missouri | United States | Metal | Warren | Rivet-Connected | Bedstead Pony | Truss | Fixed | 3 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1910 | 0 | Unknown | 8 | 8 | 48 | 14.63 | 81 | 24.69 | 12 | 3.66 | https://historicbridges.org/missouri/cr76/little_dscf6101_small.jpg | https://historicbridges.org/missouri/cr76/little_dscf6088.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/cr76/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.349160,-92.081640 | ||||||||||
| 902 | CR-79 Bridge | Aberfeldy Line Bridge | A beautiful and relatively young massive steel through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Camelback through truss, fixed. The bridge was primarily built by Unknown. | 42.757190 | -81.889990 | CR-79 (Aberfeldy Line) | Sydenham River | Brooke-Alvinston Township and Dawn-Euphemia Township | Lambton County, Ontario | Ontario | Canada | Metal | Camelback | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1957 | 2006 | Unknown | 5 | 6 | 150 | 45.72 | 150 | 45.72 | 0 | 0 | https://historicbridges.org/truss/cr79/little_pict4980_small.jpg | https://historicbridges.org/truss/cr79/little_pict4980.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/cr79/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.757190,-81.889990 | |||||||||||||
| 903 | CR-100 South Bridge | Jackson County Bridge 197 | A short, traditionally composed example of a Warren pony truss, except for the use of bolted connections, for which it is noteworthy. The technical description of the main or most noteworthy span of the bridge is a 61 ft (18.59 m) metal bolt-connected Warren pony truss, fixed. The bridge was primarily built by Henry Harman. | 38.862010 | -86.131250 | CR-100 South | McHargue Ditch | Rural | Jackson County, Indiana | Indiana | United States | Metal | Warren | Bolt-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1918 | 1997 | Henry Harman | 4 | 5 | 61 | 18.59 | 65 | 19.81 | 17.7 | 5.39 | https://historicbridges.org/indiana/jacksoncr100south/little_dscf7261_small.jpg | https://historicbridges.org/indiana/jacksoncr100south/little_dscf7261.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/jacksoncr100south/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.862010,-86.131250 | |||||||||||||
| 904 | Underwood Ford Bridge | Orange County Bridge 49 | This bridge sits out in the open for all to see and enjoy. The technical description of the main or most noteworthy span of the bridge is a 88 ft (26.82 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. | 38.541470 | -86.612530 | CR-100 (1st Street) | French Lick Creek | French Lick | Orange County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1904 | 1995 | Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin | 7 | 7 | 88 | 26.82 | 91 | 27.74 | 15.7 | 4.79 | https://historicbridges.org/indiana/frenchlick/little_img_1169_small.jpg | https://historicbridges.org/indiana/frenchlick/little_img_1169.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/frenchlick/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.541470,-86.612530 | |||||||||||||
| 905 | CR-169 Bridge | This once-attractive pony truss bridge has had all sorts of ugly barriers added to it. The technical description of the main or most noteworthy span of the bridge is a 111.2 ft (33.89 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. | 44.746540 | -79.324370 | CR-169 | East Branch Severn River | Washago | Simcoe County, Ontario | Ontario | Canada | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 1956 | 1989 | Unknown | 5 | 5 | 111.2 | 33.89 | 112.9 | 34.41 | 44.6 | 13.59 | https://historicbridges.org/ontario/washago169/little_img_5761_small.jpg | https://historicbridges.org/ontario/washago169/little_img_5761.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/washago169/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.746540,-79.324370 | ||||||||||||||
| 908 | CR-200 West Bridge | Jay County Bridge 134 | Abandoned, this is an uncommon multi-span example of a state standard pony truss in Indiana. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Indiana State Highway Commission. | 40.424130 | -85.019860 | CR-200 West | Salamonie River | Rural | Jay County, Indiana | Indiana | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Unknown | Indiana State Highway Commission | 6 | 7 | 60 | 18.29 | 125 | 38.1 | 22 | 6.71 | https://historicbridges.org/indiana/cr200wbridge/little_cr200wbridge2193_small.jpg | https://historicbridges.org/indiana/cr200wbridge/little_cr200wbridge2193.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/cr200wbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.424130,-85.019860 | ||||||||||||
| 909 | CR-220 Southwest Bridge | Decatur County Bridge 114 | This altered stone arch bridge has a very low profile. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 39.282360 | -85.527120 | CR-220 Southwest | Muddy Fork of Sand Creek | Rural | Decatur County, Indiana | Indiana | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 0 | 0 | Unknown | 6 | 4 | 20 | 6.1 | 71 | 21.64 | 17.4 | 5.3 | https://historicbridges.org/indiana/cr220sw/little_cr220sw3462_small.jpg | https://historicbridges.org/indiana/cr220sw/little_cr220sw3462.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/cr220sw/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.282360,-85.527120 | ||||||||||||||
| 910 | CR-225 East Bridge | Noble County Bridge 134 | One of a few remaining, rare multi-span pony truss railroad overpass bridges in Noble County. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) metal rivet-connected Warren (No Verticals) pony truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 41.387680 | -85.381410 | CR-225 East | Railroad (CSX) | Rural | Noble County, Indiana | Indiana | United States | Metal | Warren (No Verticals) | Rivet-Connected | Pony | Truss | Fixed | 4 | 3 | 0 | 0 | 1906 | 0 | American Bridge Company of New York, New York | 7 | 7 | 45 | 13.72 | 107 | 32.61 | 16 | 4.88 | https://historicbridges.org/truss/225east/bkg_07hbme126_small.jpg | https://historicbridges.org/truss/225east/07hbme253.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/225east/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.387680,-85.381410 | |||||||||||||
| 911 | Riverbend Bridge | TR-241 Bridge | A remarkably intact metal truss bridge has been relocated for preservation. The technical description of the main or most noteworthy span of the bridge is a 119 ft (36.27 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. | 41.033930 | -83.560560 | Pedestrian Walkway | Depression | Rural | Hancock County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1895 | 1972 | Canton Bridge Company of Canton, Ohio | 7 | 7 | 119 | 36.27 | 124 | 37.8 | 15.4 | 4.69 | https://historicbridges.org/ohio/cr241/bkg_cleveland249_small.jpg | https://historicbridges.org/ohio/cr241/cleveland0584.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/cr241/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.033930,-83.560560 | |||||||||||||
| 912 | CR-242 Bridge | Old OH-42 Bridge | An abandoned through truss with unusual portal bracing design and concrete approach railings. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 40.629490 | -82.650520 | CR-242 | Cedar Fork Creek | Rural | Morrow County, Ohio | Ohio | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1924 | 0 | Unknown | 6 | 6 | 0 | 0 | 89 | 27.13 | 0 | 0 | https://historicbridges.org/ohio/cr242/bkg_hbmebridges037_small.jpg | https://historicbridges.org/ohio/cr242/hbmebridges0140.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/cr242/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.629490,-82.650520 | |||||||||||||
| 913 | CR-250 South Bridge | Decatur County Bridge 118 | This is one of the more attractive and unaltered stone arch bridges in this area The technical description of the main or most noteworthy span of the bridge is a 20.3 ft (6.19 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 39.299370 | -85.527300 | CR-250 South | Muddy Fork of Sand Creek | Rural | Decatur County, Indiana | Indiana | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 20.3 | 6.19 | 63 | 19.2 | 16.4 | 5 | https://historicbridges.org/indiana/cr250s/little_cr250s3442_small.jpg | https://historicbridges.org/indiana/cr250s/little_cr250s3442.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/cr250s/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.299370,-85.527300 | ||||||||||||||
| 915 | Dongola Iron Bridge | Pike County Bridge 246 / Gibson County Bridge 387, CR-325 West Bridge | One of only a handful of known bridges in the entire country that display the Hammond truss configuration. The technical description of the main or most noteworthy span of the bridge is a 119 ft (36.27 m) metal pin-connected Hammond through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 38.378880 | -87.339660 | CR-325 West | South Fork Patoka River | Rural (Dongola) | Gibson County, Indiana and Pike County, Indiana | Indiana | United States | Metal | Hammond | Pin-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1884 | 2015 | Wrought Iron Bridge Company of Canton, Ohio | 9 | 9 | 119 | 36.27 | 121.7 | 37.09 | 13.8 | 4.21 | https://historicbridges.org/indiana/southforkpatoka325/little_dongolaironbridge_1394a_small.jpg | https://historicbridges.org/indiana/southforkpatoka325/little_dongolaironbridge_1394a.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/southforkpatoka325/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.378880,-87.339660 | |||||||||||||
| 916 | CR-400 East Bridge | Noble County Bridge 136 | Featuring a steep approach and beautiful trusses, this bridge is truly a trip back in time. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) metal rivet-connected Warren (No Verticals) pony truss, fixed. The bridge was primarily built by Unknown. | 41.383350 | -85.347650 | CR-400 East | Railroad (CSX) | Rural | Noble County, Indiana | Indiana | United States | Metal | Warren (No Verticals) | Rivet-Connected | Pony | Truss | Fixed | 4 | 3 | 0 | 0 | 1906 | 1997 | Unknown | 7 | 7 | 45 | 13.72 | 107 | 32.61 | 16 | 4.88 | https://historicbridges.org/truss/400east/bkg_07hbme120_small.jpg | https://historicbridges.org/truss/400east/07hbme243.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/400east/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.383350,-85.347650 | |||||||||||||
| 918 | CR-510 Bridge | One of only two Pennsylvania highway truss bridges existing in Michigan, this is one of the most beautiful and intricate bridges in Michigan. The technical description of the main or most noteworthy span of the bridge is a 265 ft (80.77 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Unknown. | 46.560900 | -87.542740 | CR-510 | Dead River | Rural | Marquette County, Michigan | Michigan | United States | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 12 | 1 | 0 | 0 | 0 | 1921 | Unknown | 8 | 9 | 265 | 80.77 | 271 | 82.6 | 19 | 5.79 | https://historicbridges.org/truss/cr510/little_img_0197_small.jpg | https://historicbridges.org/truss/cr510/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/cr510/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.560900,-87.542740 | ||||||||||||||
| 919 | CR-550 Bridge | The Marquette Survivor, a curved chord through girder with unusual decorative pillars survived a flood caused by a series of dams breaking. The technical description of the main or most noteworthy span of the bridge is a 85 ft (25.91 m) concrete 90 Foot Plan curved chord through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 46.572200 | -87.410080 | CR-550 (Old Alignment, Acting As Park Road) | Dead River | Marquette | Marquette County, Michigan | Michigan | United States | Concrete | 90 Foot Plan | Curved Chord Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1931 | 0 | Unknown | Michigan State Highway Department | 7 | 8 | 85 | 25.91 | 90 | 27.43 | 20.3 | 6.19 | https://historicbridges.org/concrete/cr550/little_oldcr550_5791_small.jpg | https://historicbridges.org/concrete/cr550/little_oldcr550_5791.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/cr550/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.572200,-87.410080 | ||||||||||||||
| 922 | CR-581 Rocky Creek Bridge | One of several small steel stringer bridges in this county that have a solid concrete railing with inset panels. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 46.366300 | -87.784190 | CR-581 | Rocky Creek | Rural | Marquette County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1940 | 0 | Unknown | 1 | 2 | 24 | 7.32 | 25 | 7.62 | 22 | 6.71 | https://historicbridges.org/michigan/cr581north/little_cr581north_5423_small.jpg | https://historicbridges.org/michigan/cr581north/little_cr581north_5423.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/cr581north/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.366300,-87.784190 | |||||||||||||||||
| 923 | CR-581 West Branch Escanaba River Bridge | One of several small steel stringer bridges in this county that have a solid concrete railing with inset panels. The technical description of the main or most noteworthy span of the bridge is a 29 ft (8.84 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 46.361220 | -87.784520 | CR-581 | West Branch Escanaba River | Rural | Marquette County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1928 | 0 | Unknown | 1 | 2 | 29 | 8.84 | 30.8 | 9.39 | 22 | 6.71 | https://historicbridges.org/michigan/cr581south/little_cr581south_5408_small.jpg | https://historicbridges.org/michigan/cr581south/little_cr581south_5408.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/cr581south/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.361220,-87.784520 | |||||||||||||||||
| 924 | CR-650 East Bridge | Pike County Bridge 150 | This may be the only remaining example of a bowstring built by this company and with these unique design details. The technical description of the main or most noteworthy span of the bridge is a 88 ft (26.82 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by Smith Bridge Company of Toledo, Ohio (Design, Fabricator) and William T. Washer of Troy, Indiana (Builder). | 38.372690 | -87.155090 | CR-650 East | Patoka River | Rural | Pike County, Indiana | Indiana | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Pony | Truss | Fixed | 10 | 1 | 0 | 0 | 1875 | 1978 | Smith Bridge Company of Toledo, Ohio (Design, Fabricator) and William T. Washer of Troy, Indiana (Builder) | 9 | 9 | 88 | 26.82 | 98.8 | 30.11 | 10.2 | 3.11 | https://historicbridges.org/indiana/patoka650/little_dscf5901_small.jpg | https://historicbridges.org/indiana/patoka650/little_dscf5901.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/patoka650/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.372690,-87.155090 | |||||||||||||
| 925 | CR-700 East Bridge | Parke County Bridge 106 | One of the extremely rare concrete camelback bridges of Parke County, home to the only such structures in Indiana. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) concrete curved chord through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by R.J. Teague and C. Ott. | 39.614750 | -87.106960 | CR-700 East | North Branch Otter Creek | Rural | Parke County, Indiana | Indiana | United States | Concrete | Curved Chord Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1921 | 0 | Unknown | R.J. Teague and C. Ott | 6 | 7 | 40 | 12.19 | 44.6 | 13.59 | 18 | 5.49 | https://historicbridges.org/indiana/parke700e/little_dscf5364_small.jpg | https://historicbridges.org/indiana/parke700e/little_dscf5364.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/parke700e/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.614750,-87.106960 | ||||||||||||||
| 927 | CR-850 North Bridge | Bartholomew County Bridge 50 | This is a good example of a one-lane multi-span concrete girder bridge. The technical description of the main or most noteworthy span of the bridge is a 31.2 ft (9.51 m) concrete through girder, fixed. The bridge was primarily built by Unknown. | 39.327500 | -85.693060 | CR-850 North | Duck Creek | Rural | Bartholomew County, Indiana | Indiana | United States | Concrete | Through | Girder | Fixed | 0 | 2 | 0 | 0 | 1915 | 0 | Unknown | 6 | 6 | 31.2 | 9.51 | 67 | 20.42 | 15.7 | 4.79 | https://historicbridges.org/indiana/cr850n/little_cr850n3177_small.jpg | https://historicbridges.org/indiana/cr850n/little_cr850n3177.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/cr850n/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.327500,-85.693060 | |||||||||||||||
| 928 | CR-975 West Bridge | Ripley County Bridge 199 | A small, but good example of a steel beam bridge from the ca. 1920 period. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 39.166120 | -85.436610 | CR-975 West | Flatrock Creek | Rural | Ripley County, Indiana | Indiana | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1920 | 0 | Unknown | 2 | 3 | 24 | 7.32 | 26 | 7.92 | 18 | 5.49 | https://historicbridges.org/indiana/cr975wflatrockcreekstringer/little_cr975wflatrockcreekstringer3784_small.jpg | https://historicbridges.org/indiana/cr975wflatrockcreekstringer/little_cr975wflatrockcreekstringer3784.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/cr975wflatrockcreekstringer/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.166120,-85.436610 | ||||||||||||||||
| 929 | CR-1225 North Bridge | Jennings County Bridge 50 | This is an outstanding example of a surviving pony truss that appears to have been built by a prolific bridge builder. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 39.164120 | -85.444880 | CR-1225 North | Flatrock Creek | Rural | Jennings County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1895 | 0 | Wrought Iron Bridge Company of Canton, Ohio | 6 | 7 | 60 | 18.29 | 62 | 18.9 | 15.7 | 4.79 | https://historicbridges.org/indiana/cr1225flatrockcreek/little_cr1225flatrockcreek3669_small.jpg | https://historicbridges.org/indiana/cr1225flatrockcreek/little_cr1225flatrockcreek3669.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/cr1225flatrockcreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.164120,-85.444880 | |||||||||||||
| 930 | CR-1300 South Bridge | Decatur County Bridge 159 | This small but attractive stone arch is one of a number of surviving stone arch bridges in the county. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) stone Semicircular deck arch, fixed. The bridge was primarily built by Joseph Mathews. | 39.146790 | -85.581840 | CR-1300 South | Millstone Creek | Rural | Decatur County, Indiana | Indiana | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1902 | 0 | Joseph Mathews | 6 | 5 | 20 | 6.1 | 20 | 6.1 | 15 | 4.57 | https://historicbridges.org/indiana/cr1300s/little_cr1300s3633_small.jpg | https://historicbridges.org/indiana/cr1300s/little_cr1300s3633.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/cr1300s/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.146790,-85.581840 | ||||||||||||||
| 931 | CR-C Bridge | CR-211 Bridge | This truss bridge was widened severely altering the structure. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. | 41.456564 | -84.374830 | CR-C | Brush Creek | Rural | Williams County, Ohio | Ohio | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 2000 | Unknown | 4 | 3 | 90 | 27.43 | 90 | 27.43 | 28 | 8.53 | https://historicbridges.org/ohio/crc/little_img_9473_small.jpg | https://historicbridges.org/ohio/crc/little_img_9473.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/crc/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.456564,-84.374830 | |||||||||||||
| 933 | CR-G Bridge | An excellent example of medium size t-beam construction in Ohio. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. | 41.254860 | -83.911060 | CR-G | Hammer Creek | Rural | Henry County, Ohio | Ohio | United States | Concrete | T-Beam | Fixed | 0 | 1 | 0 | 0 | 1930 | 0 | Unknown | 3 | 3 | 40 | 12.19 | 44 | 13.41 | 21 | 6.4 | https://historicbridges.org/ohio/crg/bkg_07march006_small.jpg | https://historicbridges.org/ohio/crg/07march0012.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/crg/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.254860,-83.911060 | |||||||||||||||||
| 934 | CR-H1 Bridge | An unusual steel stringer that may be on the former location of a bedstead truss. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 41.276720 | -83.904640 | CR-H1 (TR-H1) | Beaver Creek | Rural | Henry County, Ohio | Ohio | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1925 | 1975 | Unknown | 5 | 5 | 30 | 9.14 | 30.8 | 9.39 | 15.7 | 4.79 | https://historicbridges.org/ohio/h1/07march0004_small.jpg | https://historicbridges.org/ohio/h1/07march0004.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/h1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.276720,-83.904640 | |||||||||||||||||
| 936 | CR-HJ Bridge | A bridge featuring an unusual connection design that is associated with its builder. The technical description of the main or most noteworthy span of the bridge is a 41 ft (12.5 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 41.589550 | -84.369320 | CR-H50 | Bates Creek | Rural | Fulton County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 1920 | Wrought Iron Bridge Company of Canton, Ohio | 7 | 7 | 41 | 12.5 | 43 | 13.11 | 15.4 | 4.69 | https://historicbridges.org/ohio/cr_hj/little_pict8063_small.jpg | https://historicbridges.org/ohio/cr_hj/little_pict8063.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/cr_hj/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.589550,-84.369320 | ||||||||||||||
| 937 | CR-T Bridge | Because of this bridge, a Michigander needs only travel a mile south of the border to find a bridge that is unlike anything in Michigan. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 41.696840 | -84.218640 | CR-T | Bean Creek | Rural | Fulton County, Ohio | Ohio | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1930 | 1985 | American Bridge Company of New York, New York | 5 | 6 | 100 | 30.48 | 101 | 30.78 | 28 | 8.53 | https://historicbridges.org/ohio/cr_t/little_addcrt_7861_small.jpg | https://historicbridges.org/ohio/cr_t/little_addcrt_7861.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/cr_t/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.696840,-84.218640 | ||||||||||||||
| 939 | ! | Crawford Road Bridge | Only the truss webs from this bridge survive as decorative railings. The technical description of the main or most noteworthy span of the bridge is a 38.7 ft (11.8 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 44.078060 | -83.786390 | Crawford Road | Big Creek Drain | Rural | Arenac County, Michigan | Michigan | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1917 | 0 | Unknown | 3 | 6 | 38.7 | 11.8 | 40 | 12.19 | 18 | 5.49 | https://historicbridges.org/michigan/crawford/little_p1320229_30_31_enhanced_small.jpg | https://historicbridges.org/michigan/crawford/little_p1320229_30_31_enhanced.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/crawford/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.078060,-83.786390 | |||||||||||||
| 940 | Credit River Bridge | This riveted pony truss features trusses that are composed of only rolled beams. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge appears to be on a private drive. | 43.608930 | -79.724170 | Private Drive | Credit River | Mississauga | Peel Region, Ontario | Ontario | Canada | This bridge appears to be on a private drive. | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/creditriverprivate/little_img_6673_small.jpg | https://historicbridges.org/ontario/creditriverprivate/little_img_6673.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/creditriverprivate/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.608930,-79.724170 | |||||||||||||
| 941 | Creditview Road Bridge | This impressive concrete bowstring type arch bridge has been rehabilitated and preserved. The technical description of the main or most noteworthy span of the bridge is a 98 ft (29.87 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. | 43.642970 | -79.770360 | Creditview Road | Credit River | Brampton | Peel Region, Ontario | Ontario | Canada | Concrete | Rainbow | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1928 | 2005 | Unknown | 7 | 7 | 98 | 29.87 | 131 | 39.93 | 0 | 0 | https://historicbridges.org/ontario/creditviewroadbridge/little_p1590967_small.jpg | https://historicbridges.org/ontario/creditviewroadbridge/little_p1590967.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/creditviewroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.642970,-79.770360 | |||||||||||||||
| 942 | Creek Road Bridge | One of a decreasing number of surviving truss bridges in Niagara Region. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 42.985060 | -79.554490 | Creek Road (RR-45) | Oswego Creek | Rural | Niagara Region, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 75 | 22.86 | 75 | 22.86 | 0 | 0 | https://historicbridges.org/ontario/creekroad/little_p1400807_small.jpg | https://historicbridges.org/ontario/creekroad/little_p1400807.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/creekroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.985060,-79.554490 | ||||||||||||||
| 943 | Crisman Road Bridge | Porter County Bridge 1013 | A good example of a state standard plan truss bridge, this bridge is closed to traffic, with a modern bridge and larger highway nearby. The technical description of the main or most noteworthy span of the bridge is a 145 ft (44.2 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Indiana State Highway Commission. | 41.612540 | -87.173960 | Crisman Road | East Arm Little Calumet River | Rural | Porter County, Indiana | Indiana | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 0 | 0 | Unknown | Indiana State Highway Commission | 6 | 7 | 145 | 44.2 | 154 | 46.94 | 19.7 | 6 | https://historicbridges.org/indiana/crisman/little_dscf1568_small.jpg | https://historicbridges.org/indiana/crisman/little_dscf1568.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/crisman/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.612540,-87.173960 | ||||||||||||
| 944 | Crocker Road Bridge | Cloverdale Bridge | With a new substructure and interesting seismic retrofits, this three span pony truss is composed of rolled beams making it look newer than it is. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. | 38.808730 | -123.008200 | Crocker Road | Russian River | Cloverdale | Sonoma County, California | California | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 10 | 3 | Metal | Pin and Hanger | Stringer (Multi-Beam) | Fixed | 0 | 4 | 1938 | 0 | Unknown | 5 | 4 | 120 | 36.58 | 528 | 160.93 | 23.3 | 7.1 | https://historicbridges.org/california/crockerroad/little_day5_crockerroad05970_small.jpg | https://historicbridges.org/california/crockerroad/little_day5_crockerroad05970.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/crockerroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.808730,-123.008200 | |||||||||
| 947 | Crosley Bridge | Crosley Fish and Wildlife Bridge 7088 | Originally a private bridge built for famous inventor Powel Crosley, Jr. this bridge was built more narrow than most public bridges. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 38.961790 | -85.617100 | Park Road | Muscatatuck River | Rural | Jennings County, Indiana | Indiana | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 3 | 2 | 1937 | 2004 | Unknown | 7 | 7 | 110 | 33.53 | 212 | 64.62 | 9.5 | 2.9 | https://historicbridges.org/indiana/crosleybridge/little_crosleybridge4657_small.jpg | https://historicbridges.org/indiana/crosleybridge/little_crosleybridge4657.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/crosleybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.961790,-85.617100 | |||||||
| 948 | Cross Creek Railroad Bridge | Located right next to the Ohio River and a major highway, this is a traditional railroad pony truss. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 40.307230 | -80.600280 | Railroad (Norfolk Southern) | Cross Creek | Rural | Brooke County, West Virginia | West Virginia | United States | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 8 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/wvirginia/crosscreekrr/little_dscf6027_small.jpg | https://historicbridges.org/wvirginia/crosscreekrr/little_dscf6027.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/crosscreekrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.307230,-80.600280 | ||||||||||||||
| 949 | Croswell Swinging Bridge | A well-known local attraction is this strange, heavily modified foot bridge, one of the only remaining historic bridges in the county. The technical description of the main or most noteworthy span of the bridge is a 139 ft (42.37 m) metal swinging wire cable suspension, fixed. The bridge was primarily built by Unknown. | 43.275500 | -82.622850 | Park Path | Black River | Croswell | Sanilac County, Michigan | Michigan | United States | Metal | Swinging | Wire Cable | Suspension | Fixed | 0 | 1 | 0 | 0 | 1905 | 2006 | Unknown | 2 | 5 | 139 | 42.37 | 0 | 0 | 0 | 0 | https://historicbridges.org/other/swinging/little_img_0365_small.jpg | https://historicbridges.org/other/swinging/little_img_0365.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/swinging/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.275500,-82.622850 | |||||||||||||||
| 950 | Crow Rock Road Bridge | Featuring a nice builder plaque, this bridge was built partly on a natural rock outcropping. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. | 39.525920 | -77.537350 | Crow Rock Road | Middle Creek | Rural | Frederick County, Maryland | Maryland | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1897 | 1997 | Groton Bridge Company of Groton, New York | 5 | 6 | 75 | 22.86 | 80 | 24.38 | 12.8 | 3.9 | https://historicbridges.org/maryland/crowrock/little_PICT3552_small.jpg | https://historicbridges.org/maryland/crowrock/little_PICT3552.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/crowrock/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.525920,-77.537350 | ||||||||||||||
| 951 | Crybaby Creek Bridge | High Shoals Road Bridge | This bypassed bridge is an extremely rare example of a smaller scale continuous through truss. The technical description of the main or most noteworthy span of the bridge is a metal continuous rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. | 34.447060 | -82.602170 | High Shoals Road | Rocky River | Rural | Anderson County, South Carolina | South Carolina | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 10 | Continuous | 2 | 0 | 0 | 0 | 1987 | Unknown | 8 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/southcarolina/highshoals/little_sc1_small.jpg | https://historicbridges.org/southcarolina/highshoals/little_sc1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=southcarolina/highshoals/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.447060,-82.602170 | ||||||||||||
| 952 | CSX and Amtrak Railroad Overpass | An unusual railroad over railroad grade separation. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. | 41.802850 | -86.712490 | Railroad (CSX) | Railroad (Amtrak) | Rural | Berrien County, Michigan | Michigan | United States | Metal | Through | Girder | Fixed | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 2 | 0 | 0 | Unknown | 2 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/csxamtrak/little_5162011_104_small.jpg | https://historicbridges.org/michigan/csxamtrak/little_5162011_104.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/csxamtrak/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.802850,-86.712490 | ||||||||||||
| 955 | Cumberland Highway Bridge | Although widened in 1935, this bridge retains its original appearance and is an important historic structure. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 39.898450 | -78.953990 | Cumberland Highway (PA-160) | Buffalo Creek | Rural | Somerset County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1905 | 1935 | Unknown | 7 | 7 | 30 | 9.14 | 38 | 11.58 | 26 | 7.92 | https://historicbridges.org/pennsylvania/cumberland/bkg_swpenn1325_small.jpg | https://historicbridges.org/pennsylvania/cumberland/swpenn073125.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/cumberland/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.898450,-78.953990 | |||||||||||||||
| 959 | Currie Parkway Bridge | Upper Bridge | This bridge featuring a larger portal bracing design than on most Michigan truss bridges, also had an arch added to keep it open to traffic. The technical description of the main or most noteworthy span of the bridge is a 140.8 ft (42.92 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Joliet Bridge and Iron Company of Joliet, Illinois. | 43.617450 | -84.252460 | Currie Parkway | Tittabawassee River | Midland | Midland County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1908 | 1994 | Joliet Bridge and Iron Company of Joliet, Illinois | 6 | 7 | 140.8 | 42.92 | 140.8 | 42.92 | 14 | 4.27 | https://historicbridges.org/truss/currie/little_currieparkway_4576_small.jpg | https://historicbridges.org/truss/currie/little_currieparkway_4576.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/currie/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.617450,-84.252460 | |||||||||||||
| 961 | Curry Run Road Bridge | A classic example of a warren pony truss with good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 40.918056 | -78.676111 | Curry Run Road (TR-420) | Curry Run | Rural | Clearfield County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 8 | 1 | 0 | 0 | 1916 | 0 | Unknown | 4 | 4 | 50 | 15.24 | 51.8 | 15.79 | 15.4 | 4.69 | https://historicbridges.org/pennsylvania/curryrun/little_pict9173_small.jpg | https://historicbridges.org/pennsylvania/curryrun/little_pict9173.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/curryrun/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.918056,-78.676111 | ||||||||||||||
| 964 | Custar Road Private Bridge | A traditional and attractive truss bridge sits abandoned on private property. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on private property. | 41.339295 | -83.842609 | Private Drive | Jackson Cutoff Ditch | Rural | Wood County, Ohio | Ohio | United States | This bridge is on private property. | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/custar/little_img_9737_small.jpg | https://historicbridges.org/ohio/custar/little_img_9737.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/custar/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.339295,-83.842609 | |||||||||||||
| 965 | Cut River Bridge | Heath Michael Robinson Cut River Memorial Bridge | Among the largest bridges in Michigan, this is a very large deck cantilever bridge whose construction was interrupted by World War II. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal cantilever rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. The bridge was primarily designed by Michigan State Highway Department. | 46.044930 | -85.125060 | US-2 | Cut River | Rural | Mackinac County, Michigan | Michigan | United States | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 12 | Cantilever | 3 | Concrete | T-Beam | Fixed | 0 | 2 | 1947 | 2008 | Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin | Michigan State Highway Department | 7 | 9 | 300 | 91.44 | 641 | 195.38 | 30 | 9.14 | https://historicbridges.org/truss/us2/little_cutriverbridge_0179_small.jpg | https://historicbridges.org/truss/us2/little_cutriverbridge_0179.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/us2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.044930,-85.125060 | ||||||||
| 967 | Cuyahoga River Bridge #1 | The Iron Curtain | This bridge is the last bridge on the Cuyahoga before it enters Lake Erie. The technical description of the main or most noteworthy span of the bridge is a 265 ft (80.77 m) metal rivet-connected Polygonal Warren through truss, movable: vertical lift, Tower Drive. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Howard, Needles, Tammen and Bergendorff of Kansas City, Missouri. | 41.500010 | -81.709110 | Railroad (Norfolk Southern and Amtrak) | Cuyahoga River | Cleveland | Cuyahoga County, Ohio | Ohio | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Movable: Vertical Lift | Tower Drive | 10 | 1 | 0 | 0 | 1956 | 0 | American Bridge Company of New York, New York | Howard, Needles, Tammen and Bergendorff of Kansas City, Missouri | 4 | 6 | 265 | 80.77 | 265 | 80.77 | 0 | 0 | https://historicbridges.org/ohio/clevelandrr5/cleveland0744_small.jpg | https://historicbridges.org/ohio/clevelandrr5/cleveland0744.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/clevelandrr5/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.500010,-81.709110 | |||||||||||
| 969 | D Street Bridge | This bascule bridge positions its operating rack on the exterior of the truss for all to see! The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal rivet-connected Warren pony truss, movable: single leaf bascule, Fixed Trunnion. The bridge was primarily built by Unknown. The bridge was primarily designed by Leon Hagop Nishkian of San Francisco, California. | 38.234440 | -122.635710 | D Street | Petaluma River | Petaluma | Sonoma County, California | California | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Movable: Single Leaf Bascule | Fixed Trunnion | 0 | 1 | 0 | 0 | 1933 | 1953 | Unknown | Leon Hagop Nishkian of San Francisco, California | 6 | 7 | 80 | 24.38 | 205 | 62.48 | 32.2 | 9.81 | https://historicbridges.org/california/petalumabascule/little_day5_petalumabascule06689_small.jpg | https://historicbridges.org/california/petalumabascule/little_day5_petalumabascule06689.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/petalumabascule/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.234440,-122.635710 | ||||||||||||
| 971 | Daggett Road Bridge | This rare pin-connected swing bridge is bypassed and abandoned, and is on guarded private property. The technical description of the main or most noteworthy span of the bridge is a 153 ft (46.63 m) metal pin-connected Pratt through truss, movable: swing, Center Pier. The bridge was primarily built by San Francisco Bridge Company of San Francisco, California. Special note about bridge location: This bridge and the highway next to it are guarded and patrolled private property. | 37.941120 | -121.358110 | Daggett Road | San Joaquin River (Burns Cutoff) | Stockton | San Joaquin County, California | California | United States | This bridge and the highway next to it are guarded and patrolled private property. | Metal | Pratt | Pin-Connected | Through | Truss | Movable: Swing | Center Pier | 0 | 1 | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 4 | 0 | 0 | 0 | San Francisco Bridge Company of San Francisco, California | 8 | 8 | 153 | 46.63 | 0 | 0 | 0 | 0 | https://historicbridges.org/california/daggetroadportstockton/little_day2_daggetroadportstocktonexpressway01394_small.jpg | https://historicbridges.org/california/daggetroadportstockton/little_day2_daggetroadportstocktonexpressway01394.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/daggetroadportstockton/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.941120,-121.358110 | ||||||
| 974 | Byram Road Bridge | Danboro - Point Pleasant Pike Bridge | A very early and unique example of an iron pony truss bridge, this bridge has been preserved! The technical description of the main or most noteworthy span of the bridge is a 87 ft (26.52 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Murray Dougal and Company of Milton, Pennsylvania. | 40.423630 | -75.065230 | Byram Road (Danboro - Point Pleasant Pike) | Delaware Canal | Point Pleasant | Bucks County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 8 | 2 | 0 | 0 | 1877 | 2009 | Murray Dougal and Company of Milton, Pennsylvania | 8 | 8 | 87 | 26.52 | 89 | 27.13 | 17 | 5.18 | https://historicbridges.org/pennsylvania/pointpleasant/little_ptpleas1_small.jpg | https://historicbridges.org/pennsylvania/pointpleasant/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pointpleasant/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.423630,-75.065230 | |||||||||||||
| 975 | Dansville Mt. Morris Road Bridge | This is a late, but decent sized multi-span example of a highway through plate girder. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 42.571270 | -77.725550 | NY-36 (Dansville Mt. Morris Road) | Canaseraga Creek | Dansville | Livingston County, New York | New York | United States | Metal | Through | Girder | Fixed | 0 | 3 | 0 | 0 | 1953 | 1992 | Unknown | 3 | 3 | 105 | 32 | 323.8 | 98.69 | 31.8 | 9.69 | https://historicbridges.org/newyork/dansvillemtmorris/little_redodansville4144_small.jpg | https://historicbridges.org/newyork/dansvillemtmorris/little_redodansville4144.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/dansvillemtmorris/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.571270,-77.725550 | ||||||||||||||||
| 976 | 10 Mile Road Bridge | Dafter Road Bridge | Featuring unusual steel bent supports, this is a smaller and more modified version of the M-48 Bridge also in this county. The technical description of the main or most noteworthy span of the bridge is a 78.7 ft (23.99 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Pierson Contracting Company and Raff and Dexter of Lansing, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 46.360230 | -84.418670 | 10 Mile Road (Dafter Road) | I-75 | Rural | Chippewa County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 6 | 0 | 0 | 1964 | 0 | Pierson Contracting Company and Raff and Dexter of Lansing, Michigan | Michigan State Highway Department | 1 | 2 | 78.7 | 23.99 | 357 | 108.81 | 24 | 7.32 | https://historicbridges.org/beam/dafter/sault088_small.jpg | https://historicbridges.org/beam/dafter/sault081.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=beam/dafter/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.360230,-84.418670 | |||||||||||||||
| 977 | Darby Paoli Road Bridge | Added concrete has concealed much of the beauty of this brick and stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a 21 ft (6.4 m) stone and brick Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 40.023340 | -75.395460 | Darby Paoli Road (PA-1015) | Little Darby Creek | Rural | Delaware County, Pennsylvania | Pennsylvania | United States | Stone and Brick | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 2006 | Unknown | 5 | 5 | 21 | 6.4 | 24 | 7.32 | 17 | 5.18 | https://historicbridges.org/pennsylvania/darbypaolird/little_darbypaolird007_small.jpg | https://historicbridges.org/pennsylvania/darbypaolird/little_darbypaolird007.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/darbypaolird/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.023340,-75.395460 | |||||||||||||||
| 978 | Darden Road Bridge | Four Mile Bridge, St. Joseph County Bridge 213 | The only known truss bridge in the county, this bridge is noted for multi-span length, unusual deck placement, and uncommon builder. The technical description of the main or most noteworthy span of the bridge is a 129 ft (39.32 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by P. E. Lane of Chicago, Illinois. | 41.730270 | -86.268740 | Darden Road (Water Street) (Old Alignment) | St. Joseph River | South Bend | St. Joseph County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 2 | 0 | 0 | 1884 | 1907 | P. E. Lane of Chicago, Illinois | 8 | 8 | 129 | 39.32 | 330 | 100.58 | 19.4 | 5.91 | https://historicbridges.org/indiana/darden/bkg_hbmebridges057_small.jpg | https://historicbridges.org/indiana/darden/hbmebridges0248.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/darden/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.730270,-86.268740 | |||||||||||||
| 983 | Davis Creek Railroad Bridge | One of the rarest bridges in Michigan, this unique railroad bridge is supported by its own rails, and appears to defy the laws of physics! The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.272030 | -85.541420 | Railroad (Abandoned) | Davis Creek | Kalamazoo | Kalamazoo County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/other/davis/PICT7254_small.jpg | https://historicbridges.org/other/davis/PICT7250.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/davis/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.272030,-85.541420 | |||||||||||||||||
| 984 | Day Road Bridge | Wakeman's Highway Bridge, Bridge E-225 | An unusual and beautifully rehabilitated bridge continues to safely serve its original purpose, and sets an example for other agencies to follow. The technical description of the main or most noteworthy span of the bridge is a 148 ft (45.11 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Empire Engineering of New York, New York. | 43.191110 | -78.649950 | Day Road | Erie Canal (New York State Barge Canal) | Rural | Niagara County, New York | New York | United States | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Concrete | Slab | Fixed | 0 | 2 | 1909 | 2003 | Empire Engineering of New York, New York | 7 | 6 | 148 | 45.11 | 192 | 58.52 | 13.8 | 4.21 | https://historicbridges.org/truss/day/little_img_0091_small.jpg | https://historicbridges.org/truss/day/little_img_0091.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/day/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.191110,-78.649950 | ||||||||||
| 985 | ! | Day Road Bridge | This is a deck plate girder which uses rolled beams instead of built-up beams. The technical description of the main or most noteworthy span of the bridge is a 58.7 ft (17.89 m) metal deck girder, fixed. The bridge was primarily built by Unknown. | 41.997900 | -83.624150 | Day Road | Saline River | Rural | Monroe County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 1 | 0 | 0 | 1937 | 0 | Unknown | 1 | 1 | 58.7 | 17.89 | 59.7 | 18.2 | 21 | 6.4 | https://historicbridges.org/michigan/day/little_p1100544_small.jpg | https://historicbridges.org/michigan/day/little_p1100544.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/day/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.997900,-83.624150 | |||||||||||||||
| 986 | Dead River Railroad Bridge | This bridge has an extremely unusual and complex steel bent substructure that far outshines its unusual fishbelly deck plate girder superstructure.. The technical description of the main or most noteworthy span of the bridge is a 116 ft (35.36 m) metal deck girder, fixed. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. | 46.554600 | -87.507260 | Railroad (Lake Superior and Ishpeming) | Dead River | Rural | Marquette County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 1 | 0 | 8 | 1916 | 0 | Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin | 8 | 8 | 116 | 35.36 | 565 | 172.21 | 0 | 0 | https://historicbridges.org/michigan/deadriverrr/little_deadriverrr_5314_small.jpg | https://historicbridges.org/michigan/deadriverrr/little_deadriverrr_5314.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/deadriverrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.554600,-87.507260 | ||||||||||||||||
| 988 | Dean Road Bridge | This pony truss was modified when the lower chord connections were encased in concrete. The technical description of the main or most noteworthy span of the bridge is a 51.8 ft (15.79 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. | 41.379167 | -79.982778 | Dean Road (TR-439) | Little Sandy Creek | Rural | Venango County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1895 | 1975 | Unknown | 6 | 6 | 51.8 | 15.79 | 56 | 17.07 | 13.5 | 4.11 | https://historicbridges.org/pennsylvania/dean/little_pict8179_small.jpg | https://historicbridges.org/pennsylvania/dean/little_pict8179.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/dean/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.379167,-79.982778 | ||||||||||||||
| 989 | Dean Road Bridge | This stunning Whipple truss features an unusual portal bracing and an inclined deck. The technical description of the main or most noteworthy span of the bridge is a 171 ft (52.12 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. | 41.348850 | -82.344800 | Dean Road | Vermilion River | Rural | Erie County, Ohio and Lorain County, Ohio | Ohio | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 11 | 1 | 0 | 0 | 1898 | 1992 | Massillon Bridge Company of Massillon, Ohio | 8 | 8 | 171 | 52.12 | 176 | 53.64 | 15.4 | 4.69 | https://historicbridges.org/ohio/dean/little_deanmarc_037_small.jpg | https://historicbridges.org/ohio/dean/little_p1200222.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/dean/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.348850,-82.344800 | ||||||||||||||
| 990 | Dearborn Street Bridge | Built in 1963, this bridge is among the newest Chicago bridges, but appears to have been built to match other older bridges in Chicago. The technical description of the main or most noteworthy span of the bridge is a 235 ft (71.63 m) metal rivet-connected Pratt railing height truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Overland Construction Company of Chicago, Illinois. The bridge was primarily designed by City of Chicago. | 41.887450 | -87.629570 | Dearborn Street | Chicago River | Chicago | Cook County, Illinois | Illinois | United States | Metal | Pratt | Rivet-Connected | Railing Height | Truss | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 1963 | 2006 | Overland Construction Company of Chicago, Illinois | City of Chicago | 4 | 3 | 235 | 71.63 | 341 | 103.94 | 56 | 17.07 | https://historicbridges.org/truss/dearborn/little_dscf3490_small.jpg | https://historicbridges.org/truss/dearborn/little_addchi_brg_5946_7_8vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/dearborn/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.887450,-87.629570 | |||||||||
| 991 | DeArmond Ford Bridge | Decatur County Bridge 116 | This is one of the larger, least altered, and most attractive of the substantial number of stone arches in this area. The technical description of the main or most noteworthy span of the bridge is a 28.5 ft (8.69 m) stone Segmental deck arch, fixed. The bridge was primarily built by Hodson. | 39.277710 | -85.506260 | CR-400 South | Sand Creek | Rural | Decatur County, Indiana | Indiana | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1903 | 0 | Hodson | 6 | 7 | 28.5 | 8.69 | 87 | 26.52 | 15.7 | 4.79 | https://historicbridges.org/indiana/cr400seast/little_cr400seast3511_small.jpg | https://historicbridges.org/indiana/cr400seast/little_cr400seast3511.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/cr400seast/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.277710,-85.506260 | ||||||||||||||
| 993 | Deer Isle Bridge | Deer Isle - Sedgwick Bridge | The original imperfect design of this highly significant bridge documents the evolving skills of famous engineer David Steinman. The technical description of the main or most noteworthy span of the bridge is a 1080 ft (329.18 m) metal through plate girder stiffening wire cable suspension, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. The bridge was primarily designed by Robinson and Steinman of New York, New York. | 44.293990 | -68.688830 | ME-15 (Little Deer Isle Road, Byards Point Road) | Eggemoggin Reach | Rural | Hancock County, Maine | Maine | United States | Metal | Through Plate Girder Stiffening | Wire Cable | Suspension | Fixed | 0 | 3 | Metal | Deck | Girder | Fixed | 0 | 7 | 1939 | 2010 | Phoenix Bridge Company of Phoenixville, Pennsylvania | Robinson and Steinman of New York, New York | 9 | 10 | 1080 | 329.18 | 2505 | 763.52 | 23.6 | 7.19 | https://historicbridges.org/maine/deerisle/little_p1530770_small.jpg | https://historicbridges.org/maine/deerisle/little_p1530760.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maine/deerisle/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.293990,-68.688830 | |||||||||
| 994 | Deer Pen Bridge | This is one of the most attractive of several stone faced concrete bridges in Minnehaha Park. The technical description of the main or most noteworthy span of the bridge is a concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 44.914870 | -93.208710 | Pedestrian Walkway | Minnehaha Creek | Minneapolis | Hennepin County, Minnesota | Minnesota | United States | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1939 | 1995 | Unknown | 5 | 6 | 0 | 0 | 56 | 17.07 | 9 | 2.74 | https://historicbridges.org/minnesota/minnehahaparkmiddle/little_minnehahaparkmiddle3817_small.jpg | https://historicbridges.org/minnesota/minnehahaparkmiddle/little_minnehahaparkmiddle3817.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/minnehahaparkmiddle/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.914870,-93.208710 | |||||||||||||||
| 995 | Black Bridge | Dehmel Road Bridge | This bridge was moved from its original location and preserved next to M-83 for Frankenmuth visitors to easily see. The technical description of the main or most noteworthy span of the bridge is a 148.5 ft (45.26 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Joliet Bridge and Iron Company of Joliet, Illinois. | 43.308000 | -83.734300 | Zehnder Farm Path | Black Creek | Frankenmuth | Saginaw County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1907 | 2002 | Joliet Bridge and Iron Company of Joliet, Illinois | 7 | 7 | 148.5 | 45.26 | 151 | 46.02 | 16 | 4.88 | https://historicbridges.org/truss/dehmel/little_pict1811_small.jpg | https://historicbridges.org/truss/dehmel/little_pict1811.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/dehmel/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.308000,-83.734300 | |||||||||||||
| 996 | Delaware Road Bridge | With its polygonal top chord, this bridge offers a much different appearance from other area Delaware River bridges. The technical description of the main or most noteworthy span of the bridge is a 51 ft (15.54 m) metal deck girder, fixed. The bridge was primarily built by Unknown. | 40.594620 | -75.192670 | Delaware Road | Delaware Canal | Riegelsville | Bucks County, Pennsylvania | Pennsylvania | United States | Metal | Deck | Girder | Fixed | 0 | 1 | 0 | 0 | 1920 | 0 | Unknown | 3 | 6 | 51 | 15.54 | 54 | 16.46 | 14 | 4.27 | https://historicbridges.org/pennsylvania/delaware/little_pict4730_small.jpg | https://historicbridges.org/pennsylvania/delaware/little_pict4731.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/delaware/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.594620,-75.192670 | ||||||||||||||||
| 997 | Dellos Road Bridge | This stone arch bridge has been encased in concrete. The technical description of the main or most noteworthy span of the bridge is a 35 ft (10.67 m) stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 41.396610 | -88.330460 | Dellos Road | Aux Sable River | Rural | Grundy County, Illinois | Illinois | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1873 | 1967 | Unknown | 4 | 6 | 35 | 10.67 | 122 | 37.19 | 19 | 5.79 | https://historicbridges.org/illinois/dellos/little_img_1968_small.jpg | https://historicbridges.org/illinois/dellos/little_img_1968.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/dellos/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.396610,-88.330460 | |||||||||||||||
| 998 | Dellwood Viaduct | This is a fairly long multi-span riveted deck plate girder bridge with attractive steel bents for supports. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. | 41.237290 | -78.782140 | Railroad (Buffalo and Pittsburgh) | Railroad (Buffalo and Pittsburgh), Rattlesnake Creek, and US-219 | Brockway | Jefferson County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 0 | Metal | Deck | Girder | Fixed | 0 | 0 | 1907 | 0 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/dellwood/little_100_7290_small.jpg | https://historicbridges.org/pennsylvania/dellwood/little_100_7290.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/dellwood/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.237290,-78.782140 | ||||||||||||
| 999 | Damen Avenue Bridge | This bridge stands out in Chicago as a beautifully designed railroad overpass. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Strobel Steel Construction Company of Chicago, Illinois. The bridge was primarily designed by Arthur Engh. | 41.757670 | -87.673330 | Railroad (Chicago Belt) | Damen Avenue | Chicago | Cook County, Illinois | Illinois | United States | Metal | Deck | Girder | Fixed | 0 | 1 | Concrete | Slab | Fixed | 0 | 2 | 1940 | 0 | Strobel Steel Construction Company of Chicago, Illinois | Arthur Engh | 4 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/damen/little_p1270899_small.jpg | https://historicbridges.org/illinois/damen/little_p1270899.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/damen/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.757670,-87.673330 | ||||||||||||
| 1000 | Dean Avenue Bridge | This deck truss has an unusual continuous design to it. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal continuous (straight chords) rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 42.170070 | -87.777950 | Dean Avenue | Ravine | Highland Park | Lake County, Illinois | Illinois | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 0 | Continuous (Straight Chords) | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1928 | 1965 | Unknown | 6 | 7 | 90 | 27.43 | 196 | 59.74 | 24.3 | 7.41 | https://historicbridges.org/illinois/deanavenue/little_deanavenue_6447_8_9f_small.jpg | https://historicbridges.org/illinois/deanavenue/little_deanavenue_6447_8_9f.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/deanavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.170070,-87.777950 | ||||||||||
| 1002 | ! | Dennis Road Bridge | This is one of several small steel stringer bridges in this county that feature an unusual metal railing. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal stringer (multi-beam), fixed. The bridge was primarily built by E. C. Nolan and Son of Detroit, Michigan. | 42.615460 | -84.269870 | Dennis Road | Doan Creek | Rural | Ingham County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1945 | 0 | E. C. Nolan and Son of Detroit, Michigan | 1 | 2 | 40 | 12.19 | 40 | 12.19 | 26 | 7.92 | https://historicbridges.org/michigan/dennis/little_p1470289_small.jpg | https://historicbridges.org/michigan/dennis/little_p1470289.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/dennis/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.615460,-84.269870 | ||||||||||||||||
| 1003 | Dennison Road Bridge | This classic riveted pony truss bridge is in good condition and has the potential for many more years of service if maintained. The technical description of the main or most noteworthy span of the bridge is a 55 ft (16.76 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 44.986020 | -75.667800 | Dennison Road | Kemptville Creek | Rural | Leeds and Grenville United Counties, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 6 | 55 | 16.76 | 55 | 16.76 | 0 | 0 | https://historicbridges.org/ontario/dennisonroad/little_dennisonroad2300_small.jpg | https://historicbridges.org/ontario/dennisonroad/little_dennisonroad2300.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/dennisonroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.986020,-75.667800 | ||||||||||||||
| 1004 | Denomie Creek Railroad Bridge | Bridge Number 1280 | This is a small stone arch bridge that is overgrown, but in good shape. The technical description of the main or most noteworthy span of the bridge is a 15.5 ft (4.72 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 46.593770 | -90.655620 | Railroad (Abandoned Chicago and Northwestern) | Denomie Creek | Near Odanah | Ashland County, Wisconsin | Wisconsin | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1893 | 0 | Unknown | 3 | 5 | 15.5 | 4.72 | 0 | 0 | 0 | 0 | https://historicbridges.org/wisconsin/denomiecreek/main_small.jpg | https://historicbridges.org/wisconsin/denomiecreek/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/denomiecreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.593770,-90.655620 | ||||||||||||||
| 1005 | Denton Hollow Road Bridge | A traditional stone arch bridge with a small concrete slab approach span. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) stone Segmental deck arch, fixed. The bridge was primarily built by George Dole of Wilmington, Delaware. The bridge was primarily designed by Nathan R. Rambo. | 39.900860 | -75.637780 | Denton Hollow Road | Pocopson Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | Concrete | Slab | Fixed | 0 | 1 | 1914 | 0 | George Dole of Wilmington, Delaware | Nathan R. Rambo | 6 | 5 | 30 | 9.14 | 37 | 11.28 | 18 | 5.49 | https://historicbridges.org/pennsylvania/chester249dentons/little_bridge2497_small.jpg | https://historicbridges.org/pennsylvania/chester249dentons/little_bridge2497.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester249dentons/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.900860,-75.637780 | |||||||||||
| 1007 | Depot Street Bridge | This is a stunning pin connected pony truss with excellent historic integrity. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania. | 41.765220 | -80.376150 | Depot Street (TR-384) | Conneaut Creek | Conneautville | Crawford County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1889 | 1994 | Penn Bridge Company of Beaver Falls, Pennsylvania | 7 | 6 | 72 | 21.95 | 78 | 23.77 | 15 | 4.57 | https://historicbridges.org/pennsylvania/depot/little_pict6368_small.jpg | https://historicbridges.org/pennsylvania/depot/little_pict6368.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/depot/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.765220,-80.376150 | ||||||||||||||
| 1009 | L | Derby Street Bridge | An unusual concrete bridge that was the result of a massive railroad realignment of the 1930s. The technical description of the main or most noteworthy span of the bridge is a 32 ft (9.75 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. | 42.554230 | -83.203190 | Derby Street | Railroad (Canadian National) | Birmingham | Oakland County, Michigan | Michigan | United States | Concrete | T-Beam | Fixed | 0 | 5 | 0 | 0 | 1930 | 2007 | Unknown | 3 | 5 | 32 | 9.75 | 165 | 50.29 | 30 | 9.14 | https://historicbridges.org/concrete/derby/eatonoakbkg_43_small.jpg | https://historicbridges.org/concrete/derby/eatonoak_200.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/derby/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.554230,-83.203190 | ||||||||||||||||
| 1011 | Desjardins Canal Railway Bridge | Toronto, Hamilton and Buffalo Railway Spur Bridge | This bridge with its central variable depth girder span and interesting steel bent supports passes directly under another heritage bridge. The technical description of the main or most noteworthy span of the bridge is a metal Variable Depth deck girder, fixed. The bridge was primarily built by Unknown. | 43.279450 | -79.891040 | Railroad (Go Transit) | Desjardins Canal | Hamilton | Hamilton City, Ontario | Ontario | Canada | Metal | Variable Depth | Deck | Girder | Fixed | 0 | 5 | 0 | 0 | 1897 | 0 | Unknown | 5 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/desjardinscanalrail/little_desjardinscanalrail0267_small.jpg | https://historicbridges.org/ontario/desjardinscanalrail/little_desjardinscanalrail0267.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/desjardinscanalrail/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.279450,-79.891040 | ||||||||||||||
| 1012 | Detroit Bridge | This is a good representative example of 1930s pony truss construction in Maine. The technical description of the main or most noteworthy span of the bridge is a 88 ft (26.82 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Berlin Construction Company of Berlin Connecticut. | 44.792620 | -69.295640 | ME-69 and ME-220 (Troy Road, Main Street) | East Branch Sebasticook River | Detroit | Somerset County, Maine | Maine | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 8 | 1 | 0 | 0 | 1937 | 0 | Berlin Construction Company of Berlin Connecticut | 5 | 5 | 88 | 26.82 | 94.2 | 28.71 | 22 | 6.71 | https://historicbridges.org/maine/detroit/little_p1520877_small.jpg | https://historicbridges.org/maine/detroit/little_p1520877.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maine/detroit/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.792620,-69.295640 | ||||||||||||||
| 1013 | Detroit and Mackinac Railroad Bridge | One of two railroad swing bridges in Bay City, this is the last bridge before Saginaw River empties into Saginaw Bay. The technical description of the main or most noteworthy span of the bridge is a 238 ft (72.54 m) metal pin-connected Pratt through truss, movable: swing, Center Pier. The bridge was primarily built by Unknown. | 43.612980 | -83.857010 | Railroad (Detroit and Mackinac) | Saginaw River | Bay City | Bay County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Through | Truss | Movable: Swing | Center Pier | 0 | 1 | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 0 | 4 | 1892 | 0 | Unknown | 7 | 8 | 238 | 72.54 | 692 | 210.92 | 11 | 3.35 | https://historicbridges.org/michigan/baycityswing2/little_p1320454_small.jpg | https://historicbridges.org/michigan/baycityswing2/little_p1320454.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/baycityswing2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.612980,-83.857010 | |||||||
| 1014 | Detroit-Superior Bridge | Veterans Memorial Bridge | This awe-inspiring structure is among the most well-known of Cleveland's landmarks. The technical description of the main or most noteworthy span of the bridge is a 591 ft (180.14 m) metal Braced Ribbed through arch, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 41.493740 | -81.703460 | Detroit and Superior Avenues (US-6) | Cuyahoga River | Cleveland | Cuyahoga County, Ohio | Ohio | United States | Metal | Braced Ribbed | Through | Arch | Fixed | 0 | 1 | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 12 | 1918 | 1997 | King Bridge Company of Cleveland, Ohio | 8 | 9 | 591 | 180.14 | 2880 | 877.82 | 72 | 21.95 | https://historicbridges.org/ohio/detroitsuperior/bkg_cleveland427_small.jpg | https://historicbridges.org/ohio/detroitsuperior/cleveland0785.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/detroitsuperior/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.493740,-81.703460 | |||||||||
| 1015 | Devereux Road Bridge | This bridge is an extremely early Pratt truss bridge and has some very unique details, notably its vertical members. The technical description of the main or most noteworthy span of the bridge is a 76 ft (23.16 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 40.077780 | -75.760520 | Devereux Road | East Branch Brandywine Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 1877 | 1995 | Wrought Iron Bridge Company of Canton, Ohio | 9 | 9 | 76 | 23.16 | 78 | 23.77 | 15 | 4.57 | https://historicbridges.org/pennsylvania/devereux/little_dscf1171_small.jpg | https://historicbridges.org/pennsylvania/devereux/little_dscf1171.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/devereux/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.077780,-75.760520 | ||||||||||||||
| 1018 | Dewey Road Bridge | This skewed bridge is one of the earliest known truss bridges with a-frame portal bracing. The technical description of the main or most noteworthy span of the bridge is a 118 ft (35.97 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 41.894260 | -79.921370 | Dewey Road (TR-636) | French Creek | Rural | Erie County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1889 | 0 | Wrought Iron Bridge Company of Canton, Ohio | 7 | 7 | 118 | 35.97 | 120 | 36.58 | 13 | 3.96 | https://historicbridges.org/pennsylvania/dewey/little_pict7280_small.jpg | https://historicbridges.org/pennsylvania/dewey/little_pict7280.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/dewey/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.894260,-79.921370 | ||||||||||||||
| 1019 | DeWitt Road Bridge | This bridge is one of the oldest truss bridges in Michigan and is a surviving example of a rare truss type. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal pin-connected Queenpost pony truss, fixed. The bridge was primarily built by Unknown. | 42.915050 | -84.580180 | DeWitt Road (Old Alignment) | Stony Creek | Merle Beach (Rural) | Clinton County, Michigan | Michigan | United States | Metal | Queenpost | Pin-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1880 | 0 | Unknown | 6 | 7 | 40 | 12.19 | 40 | 12.19 | 16 | 4.88 | https://historicbridges.org/truss/dewitt/little_p1340800_small.jpg | https://historicbridges.org/truss/dewitt/little_p1340800.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/dewitt/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.915050,-84.580180 | ||||||||||||||
| 1020 | Dickerson Creek Railroad Bridge | A rare Michigan multi-span stone arch bridge sits on a long-abandoned railroad line but remains open to hikers. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 43.107870 | -85.207600 | Railroad (Abandoned Ionia and Lansing Railroad) | Dickerson Creek | Rural | Ionia County, Michigan | Michigan | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | Unknown | 3 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/oldbeldingrr/little_addbeldingrr_9152_small.jpg | https://historicbridges.org/michigan/oldbeldingrr/little_addbeldingrr_9152.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/oldbeldingrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.107870,-85.207600 | |||||||||||||||
| 1021 | Dicks Bridge | Imhoff Road Bridge | This beautiful multi-span bridge also contains a rare Queenpost approach span. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Kansas City Bridge Company of Kansas City, Missouri. | 38.946290 | -92.948360 | Imhoff Road | Lamine River | Rural | Cooper County, Missouri | Missouri | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 8 | 2 | Metal | Queenpost | Pin-Connected | Pony | Truss | Fixed | 0 | 3 | 1908 | 0 | Kansas City Bridge Company of Kansas City, Missouri | 8 | 8 | 160 | 48.77 | 390 | 118.87 | 14.1 | 4.3 | https://historicbridges.org/missouri/imhoff/little_dscf6053_small.jpg | https://historicbridges.org/missouri/imhoff/little_dscf6008.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/imhoff/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.946290,-92.948360 | |||||||
| 1022 | Dicks Road Bridge | Putnam County Bridge 71 | This bridge is an uncommon and noteworthy example of an early bolted connection truss bridge. The technical description of the main or most noteworthy span of the bridge is a 88 ft (26.82 m) metal bolt-connected Pratt through truss, fixed. The bridge was primarily built by W.McCarthy. | 39.705810 | -86.762080 | CR-500 East | Clear Creek | Rural | Putnam County, Indiana | Indiana | United States | Metal | Pratt | Bolt-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1921 | 0 | W.McCarthy | 7 | 7 | 88 | 26.82 | 90 | 27.43 | 15.4 | 4.69 | https://historicbridges.org/indiana/putnam500e/little_img_2246_small.jpg | https://historicbridges.org/indiana/putnam500e/little_img_2246.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/putnam500e/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.705810,-86.762080 | |||||||||||||
| 1023 | Dicksonburg Road Bridge | This concrete bridge is noted for its unusual railings. The technical description of the main or most noteworthy span of the bridge is a 25 ft (7.62 m) concrete slab, fixed. The bridge was primarily built by Unknown. | 41.705050 | -80.351400 | Dicksonburg Road (PA-4004) | Conneaut Creek | Rural | Crawford County, Pennsylvania | Pennsylvania | United States | Concrete | Slab | Fixed | 0 | 2 | 0 | 0 | 1953 | 0 | Unknown | 2 | 3 | 25 | 7.62 | 51.8 | 15.79 | 30 | 9.14 | https://historicbridges.org/pennsylvania/dicksonburgroad/little_dicksonburgroad1695_small.jpg | https://historicbridges.org/pennsylvania/dicksonburgroad/little_dicksonburgroad1695.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/dicksonburgroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.705050,-80.351400 | |||||||||||||||||
| 1024 | ! | Dietz Road Bridge | While in poor structural condition, this bridge has good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 51.8 ft (15.79 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.686900 | -84.229320 | Dietz Road | Red Cedar River | Rural | Ingham County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1934 | 0 | Unknown | 1 | 2 | 51.8 | 15.79 | 51.8 | 15.79 | 24 | 7.32 | https://historicbridges.org/michigan/dietz/little_DSCF1558_small.jpg | https://historicbridges.org/michigan/dietz/little_DSCF1552.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/dietz/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.686900,-84.229320 | ||||||||||||||||
| 1025 | Dietzenbach Bottom Bridge | Mill Race Bridge | A rare example of a pin-connected Warren truss, this bridge was bypassed and abandoned. The technical description of the main or most noteworthy span of the bridge is a 121 ft (36.88 m) metal pin-connected Warren through truss, fixed. The bridge was primarily built by Chicago Bridge and Iron Works of Chicago, Illinois. | 43.077340 | -91.889070 | Pheasant Road (Old Alignment) | Turkey River | Rural | Fayette County, Iowa | Iowa | United States | Metal | Warren | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1890 | 1926 | Chicago Bridge and Iron Works of Chicago, Illinois | 8 | 8 | 121 | 36.88 | 121 | 36.88 | 16.1 | 4.91 | https://historicbridges.org/iowa/pheasant/little_dscf5783_small.jpg | https://historicbridges.org/iowa/pheasant/little_dscf5783.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/pheasant/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.077340,-91.889070 | |||||||||||||
| 1026 | Dexter Railroad Bridge | A quaint one-lane stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a 22 ft (6.71 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Frederick Blackburn Pelham. | 42.339650 | -83.892010 | Railroad (Norfolk Southern) | Dexter - Pinckney Road | Dexter | Washtenaw County, Michigan | Michigan | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1891 | 0 | Unknown | Frederick Blackburn Pelham | 3 | 6 | 22 | 6.71 | 26 | 7.92 | 0 | 0 | https://historicbridges.org/other/dexter/IMG_0141_small.jpg | https://historicbridges.org/other/dexter/IMG_0140.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/dexter/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.339650,-83.892010 | ||||||||||||||
| 1027 | Diffin Road Bridge | This bridge is just about as small as a Pratt truss can be, and it is in danger of collapse. The technical description of the main or most noteworthy span of the bridge is a 26 ft (7.92 m) metal rivet-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. | 46.202430 | -87.083780 | Diffin Road | Werners Creek | Rural | Alger County, Michigan | Michigan | United States | Metal | Pratt | Rivet-Connected | Half-Hip Pony | Truss | Fixed | 2 | 1 | 0 | 0 | 1906 | 0 | Unknown | 4 | 6 | 26 | 7.92 | 30 | 9.14 | 16 | 4.88 | https://historicbridges.org/michigan/diffinroad/little_diffinroad_1676_small.jpg | https://historicbridges.org/michigan/diffinroad/little_diffinroad_1676.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/diffinroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.202430,-87.083780 | ||||||||||||||
| 1029 | Diversey Harbor Inlet Bridge | Although altered on one side, this bridge remains a rare example of a steel rigid-frame and also has an early welded detail. The technical description of the main or most noteworthy span of the bridge is a 68.6 ft (20.91 m) metal rigid-frame, fixed. The bridge was primarily built by Unknown. | 41.932560 | -87.632060 | Lake Shore Drive (US-41) | Diversey Harbor Inlet | Chicago | Cook County, Illinois | Illinois | United States | Metal | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1940 | 2001 | Unknown | 7 | 6 | 68.6 | 20.91 | 68.6 | 20.91 | 92 | 28.04 | https://historicbridges.org/illinois/diversey/little_dscf2818_small.jpg | https://historicbridges.org/illinois/diversey/little_dscf2818.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/diversey/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.932560,-87.632060 | |||||||||||||||||
| 1030 | Division Avenue Railroad Overpass | This plate girder structure is one of two nearby railroad bridges that had a city design and welcome message painted on it. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. | 42.913840 | -85.666050 | Railroad (CSX) | Division Avenue | Grand Rapids | Kent County, Michigan | Michigan | United States | Metal | Through | Girder | Fixed | 0 | 3 | 0 | 0 | 1928 | 0 | Unknown | 1 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/divisionrr/main_small.jpg | https://historicbridges.org/michigan/divisionrr/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/divisionrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.913840,-85.666050 | ||||||||||||||||
| 1033 | Division Road Bridge | Guerin Bridge | This is a riveted pony truss that appears to be in fair condition on this rural road. The technical description of the main or most noteworthy span of the bridge is a 87 ft (26.52 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 44.353810 | -78.162320 | Division Road | Indian River | Rural (Guerin) | Peterborough County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 87 | 26.52 | 87 | 26.52 | 0 | 0 | https://historicbridges.org/ontario/divisionroadbridge/little_p1580694_small.jpg | https://historicbridges.org/ontario/divisionroadbridge/little_p1580694.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/divisionroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.353810,-78.162320 | |||||||||||||
| 1035 | Division Street Bridge | This bridge is one of the oldest bridges in the county and a rare multi-span through truss with different truss types as well. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is closed to all traffic. It can be reached by approaching from the West. | 41.582030 | -88.071770 | Division Street | Des Plaines River | Lockport | Will County, Illinois | Illinois | United States | This bridge is closed to all traffic. It can be reached by approaching from the West. | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 9 | 2 | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 0 | 1 | 1899 | 0 | Unknown | 7 | 8 | 200 | 60.96 | 511 | 155.75 | 0 | 0 | https://historicbridges.org/illinois/lockportdivision/little_p1280702_small.jpg | https://historicbridges.org/illinois/lockportdivision/little_p1280702.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/lockportdivision/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.582030,-88.071770 | |||||||
| 1039 | Dix Avenue Bridge | A little taste of Chicago is in Detroit, through the bascule bridges of River Rouge. The technical description of the main or most noteworthy span of the bridge is a 164 ft (49.99 m) metal rivet-connected Pratt deck truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. The bridge was primarily designed by Hugh E. Young of Chicago, Illinois. | 42.296470 | -83.150930 | Dix Avenue | River Rouge | Detroit | Wayne County, Michigan | Michigan | United States | Metal | Pratt | Rivet-Connected | Deck | Truss | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 1927 | 1989 | Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin | Hugh E. Young of Chicago, Illinois | 6 | 8 | 164 | 49.99 | 221.8 | 67.6 | 56 | 17.07 | https://historicbridges.org/truss/dix/bkg_smichigan125_small.jpg | https://historicbridges.org/truss/dix/smichigan033.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/dix/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.296470,-83.150930 | |||||||||
| 1041 | Dixon's Bridge | Doc Dickinson's Bridge | This unusual bridge was widened with a concrete arch and crosses two things at once! The technical description of the main or most noteworthy span of the bridge is a 10 ft (3.05 m) stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 42.292820 | -85.112220 | Railroad (Norfolk Southern) | Dickinson Creek and Bridge Park Trail | Rural | Calhoun County, Michigan | Michigan | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1892 | 0 | Unknown | 4 | 6 | 10 | 3.05 | 40 | 12.19 | 60 | 18.29 | https://historicbridges.org/other/dixons/bcbkg09_small.jpg | https://historicbridges.org/other/dixons/1hbme_436.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/dixons/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.292820,-85.112220 | ||||||||||||||
| 1042 | Dixon Road Bridge | TR-242 Bridge | One of the shortest of an unusual late truss design built in Preble County. The technical description of the main or most noteworthy span of the bridge is a 53.2 ft (16.22 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Champion Bridge Company of Wilmington, Ohio. | 39.728970 | -84.765360 | Dixon Road (TR-242) | 4 Mile Creek | Rural | Preble County, Ohio | Ohio | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1958 | 0 | Champion Bridge Company of Wilmington, Ohio | 4 | 3 | 53.2 | 16.22 | 61 | 18.59 | 18 | 5.49 | https://historicbridges.org/ohio/dixon/little_pict2172_small.jpg | https://historicbridges.org/ohio/dixon/little_pict2172.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/dixon/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.728970,-84.765360 | |||||||||||||
| 1045 | Doe Run Church Road Bridge | This bridge is unique because it has a plate girder and a stone arch span. The technical description of the main or most noteworthy span of the bridge is a 44 ft (13.41 m) metal through girder, fixed. The bridge was primarily built by Whitaker and Diehl of Harrisburg, Pennsylvania. The bridge was primarily designed by Nathan R. Rambo. | 39.929580 | -75.809670 | Doe Run Church Road | Buck Run | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 1 | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 1914 | 0 | Whitaker and Diehl of Harrisburg, Pennsylvania | Nathan R. Rambo | 6 | 5 | 44 | 13.41 | 0 | 0 | 15.7 | 4.79 | https://historicbridges.org/pennsylvania/chester250lottkeech/little_bridge250lottkeech007_small.jpg | https://historicbridges.org/pennsylvania/chester250lottkeech/little_bridge250lottkeech007.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester250lottkeech/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.929580,-75.809670 | ||||||||||
| 1046 | Dollarville Road Bridge | This is one of the only bridges of interest in the entire county. The technical description of the main or most noteworthy span of the bridge is a 35.8 ft (10.91 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Straits Construction Company. The bridge was primarily designed by Michigan State Highway Department. | 46.330080 | -85.551360 | Dollarville Road | Teaspoon Creek | Rural | Luce County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1951 | 1994 | Straits Construction Company | Michigan State Highway Department | 1 | 2 | 35.8 | 10.91 | 41 | 12.5 | 26 | 7.92 | https://historicbridges.org/michigan/dollarville/little_2011august011_small.jpg | https://historicbridges.org/michigan/dollarville/little_2011august011.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/dollarville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.330080,-85.551360 | ||||||||||||||||
| 1047 | Dolph Bridge | Truss bridges are rare in this part of the state, and this is a historically intact example. The technical description of the main or most noteworthy span of the bridge is a 72.8 ft (22.19 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. | 44.225000 | -84.875000 | Dolph Road | Muskegon River | Rural | Missaukee County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1908 | 1963 | Groton Bridge Company of Groton, New York | 6 | 9 | 72.8 | 22.19 | 74.8 | 22.8 | 13 | 3.96 | https://historicbridges.org/michigan/dolph/little_adddolph_0199_small.jpg | https://historicbridges.org/michigan/dolph/little_adddolph_0199.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/dolph/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.225000,-84.875000 | ||||||||||||||
| 1048 | Domtar Line Bridge | A relatively large single span concrete bridge. The technical description of the main or most noteworthy span of the bridge is a concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 43.078370 | -80.842880 | Domtar Line | South Branch Thames River | Rural | Oxford County, Ontario | Ontario | Canada | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 2 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/domtar/little_p1040031_small.jpg | https://historicbridges.org/ontario/domtar/little_p1040031.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/domtar/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.078370,-80.842880 | |||||||||||||||||
| 1049 | Domtar Line Railway Bridge | An unusual little railway pony truss has been abandoned here. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Unknown. | 43.078020 | -80.843040 | Railroad (Abandoned) | South Branch Thames River | Rural | Oxford County, Ontario | Ontario | Canada | Metal | Double-Intersection Warren | Rivet-Connected | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/domtarrr/little_p1040048_small.jpg | https://historicbridges.org/ontario/domtarrr/little_p1040048.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/domtarrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.078020,-80.843040 | ||||||||||||||
| 1050 | Domtar Line Railway Overpass | With its steep approach and narrow roadway, this bridge is an example of how railway overpasses were built long ago. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. | 43.081540 | -80.846290 | Domtar Line (41st Line) | Railroad (Canadian National) | Rural | Oxford County, Ontario | Ontario | Canada | Metal | Through | Girder | Fixed | 0 | 3 | 0 | 0 | 0 | 0 | Unknown | 3 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/domtarlineoverpass/little_domtarlineoverpass0374_small.jpg | https://historicbridges.org/ontario/domtarlineoverpass/little_domtarlineoverpass0374.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/domtarlineoverpass/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.081540,-80.846290 | ||||||||||||||||
| 1051 | Don Mills Road Bridge | This attractive bridge is preserved for use by a trail system and the bridge has some interesting details. The technical description of the main or most noteworthy span of the bridge is a concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. | 43.703050 | -79.333650 | Lower Don River Trail (Old Don Mills Road Alignment) | Don River | Toronto | Toronto City, Ontario | Ontario | Canada | Concrete | Rainbow | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/donmillsroad/little_torontodonmills_0359_small.jpg | https://historicbridges.org/ontario/donmillsroad/little_torontodonmills_0359.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/donmillsroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.703050,-79.333650 | |||||||||||||||
| 1052 | Don River Canadian National Railway Bridge | This traditonally composed railroad plate girder was once located not too far from a rare highway truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. | 43.695410 | -79.358160 | Railroad (Canadian National) | Don River | Toronto | Toronto City, Ontario | Ontario | Canada | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 2 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/donriverrail3/little_donriverrail31623_small.jpg | https://historicbridges.org/ontario/donriverrail3/little_donriverrail31623.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/donriverrail3/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.695410,-79.358160 | ||||||||||||||||
| 1053 | Don River Canadian National Railway Bridge | This is a traditional two span plate girder bridge. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. | 43.651100 | -79.347560 | Railroad (Canadian National) | Don River | Toronto | Toronto City, Ontario | Ontario | Canada | Metal | Through | Girder | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | Unknown | 2 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/donriverrail/little_donriverrail1058_small.jpg | https://historicbridges.org/ontario/donriverrail/little_donriverrail1058.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/donriverrail/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.651100,-79.347560 | ||||||||||||||||
| 1054 | Don River Canadian Pacific Railway Bridge | This heavilly skewed bridge rests on attractive stone piers. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. | 43.669330 | -79.358240 | Railroad (Canadian Pacific) | Don River | Toronto | Toronto City, Ontario | Ontario | Canada | Metal | Through | Girder | Fixed | 0 | 3 | 0 | 0 | 0 | 0 | Unknown | 2 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/donriverrail2/little_donriverrail21454_small.jpg | https://historicbridges.org/ontario/donriverrail2/little_donriverrail21454.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/donriverrail2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.669330,-79.358240 | ||||||||||||||||
| 1060 | Dort Highway Bridge | M-54 Bridge | This arch is one of a shrinking number of arch bridges in Flint, but has been widened. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 43.053056 | -83.668889 | Dort Highway (M-45) | Flint River | Flint | Genesee County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1926 | 1990 | Unknown | Michigan State Highway Department | 2 | 2 | 72 | 21.95 | 208 | 63.4 | 64 | 19.51 | https://historicbridges.org/michigan/dort/little_dscf8303_small.jpg | https://historicbridges.org/michigan/dort/little_dscf8303.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/dort/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.053056,-83.668889 | |||||||||||||
| 1062 | Dotter Road Railroad Bridge | This is a small stone arch bridge located in a very scenic area. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 41.224920 | -79.722530 | Railroad (Abandoned) | Mill Creek | Rural | Venango County, Pennsylvania | Pennsylvania | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/dotterrr/little_pict8333_small.jpg | https://historicbridges.org/pennsylvania/dotterrr/little_pict8333.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/dotterrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.224920,-79.722530 | |||||||||||||||
| 1063 | Dotyville Road Bridge | This bridge has a few unusual details for those who take the time to look. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal rivet-connected Warren (No Verticals) pony truss, fixed. The bridge was primarily built by Unknown. | 41.629590 | -79.621480 | Dotyville Road (TR-926) | Pine Creek | Rural | Crawford County, Pennsylvania | Pennsylvania | United States | Metal | Warren (No Verticals) | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1910 | 1993 | Unknown | 5 | 6 | 80 | 24.38 | 84 | 25.6 | 13 | 3.96 | https://historicbridges.org/pennsylvania/dotyville/little_pict7044_small.jpg | https://historicbridges.org/pennsylvania/dotyville/little_pict7044.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/dotyville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.629590,-79.621480 | ||||||||||||||
| 1066 | Dowler Junction Railroad Bridge | A traditional 1930s railroad truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Modified Warren (Subdivided) through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 40.830420 | -78.789400 | Railroad (RJ Corman Railroad - Pennsylvania Line) | West Branch Susquehanna River | Dowler Junction | Clearfield County, Pennsylvania | Pennsylvania | United States | Metal | Modified Warren (Subdivided) | Rivet-Connected | Through | Truss | Fixed | 12 | 1 | 0 | 0 | 1930 | 0 | American Bridge Company of New York, New York | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/dowlerjunction/little_img_2808_small.jpg | https://historicbridges.org/pennsylvania/dowlerjunction/little_img_2808.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/dowlerjunction/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.830420,-78.789400 | ||||||||||||||
| 1067 | Dowlin Bridge | This arch bridge has one tiny span in addition to its larger primary span. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) stone Segmental deck arch, fixed. The bridge was primarily built by Corcoran Construction Company of West Chester, Pennsylvania. The bridge was primarily designed by Nathan R. Rambo. | 40.039390 | -75.706790 | Dowlin Forge Road | Shamona Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1915 | 0 | Corcoran Construction Company of West Chester, Pennsylvania | Nathan R. Rambo | 6 | 6 | 24 | 7.32 | 43 | 13.11 | 17.7 | 5.39 | https://historicbridges.org/pennsylvania/chester257/little_bridge2573_small.jpg | https://historicbridges.org/pennsylvania/chester257/little_bridge2573.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester257/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.039390,-75.706790 | ||||||||||||||
| 1068 | Dowlin Forge Road Bridge | This arch bridge has been altered but is noted for its curved design. The technical description of the main or most noteworthy span of the bridge is a 36 ft (10.97 m) stone Segmental deck arch, fixed. The bridge was primarily built by P. J. McCormick and Son of West Chester, Pennsylvania. The bridge was primarily designed by Nathan R. Rambo. | 40.042680 | -75.698430 | Dowlin Forge Road | Shamona Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1907 | 0 | P. J. McCormick and Son of West Chester, Pennsylvania | Nathan R. Rambo | 6 | 5 | 36 | 10.97 | 36 | 10.97 | 13.8 | 4.21 | https://historicbridges.org/pennsylvania/chester223/little_bridge2237_small.jpg | https://historicbridges.org/pennsylvania/chester223/little_bridge2237.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester223/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.042680,-75.698430 | ||||||||||||||
| 1072 | Downingtown Bridge | This is a beautiful and significant concrete arch bridge that is largely unaltered. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Hoover Construction Company of Philadelphia, Pennsylvania. The bridge was primarily designed by Pennsylvania State Highway Department. | 40.005820 | -75.705290 | Lancaster Avenue (Historic Lincoln Highway, US-322) | East Branch Brandywine Creek | Downingtown | Chester County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1921 | 0 | Hoover Construction Company of Philadelphia, Pennsylvania | Pennsylvania State Highway Department | 6 | 6 | 40 | 12.19 | 175 | 53.34 | 38 | 11.58 | https://historicbridges.org/pennsylvania/bridge122downingtown/little_bridge122006_small.jpg | https://historicbridges.org/pennsylvania/bridge122downingtown/little_bridge122006.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge122downingtown/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.005820,-75.705290 | ||||||||||||||
| 1073 | Downingtown Railroad Bridge | This is an attractive stone arch bridge with two different span lengths. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 40.002750 | -75.704960 | Railroad (Amtrak) | East Branch Brandywine Creek | Downingtown | Chester County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 4 | 0 | 0 | 0 | 0 | Unknown | 6 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/dtownprrbridge/little_dtownprrbridge003_small.jpg | https://historicbridges.org/pennsylvania/dtownprrbridge/little_dtownprrbridge003.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/dtownprrbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.002750,-75.704960 | |||||||||||||||
| 1076 | Drummond Avenue Bridge | A very unusual and rare example of a through Queenpost truss. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Queenpost through truss, fixed. The bridge was primarily built by Unknown. | 41.170310 | -80.567300 | Drummond Avenue (Abandoned Section) | Little Yankee Run | Hubbard | Trumbull County, Ohio | Ohio | United States | Metal | Queenpost | Rivet-Connected | Through | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/drummond/little_img_9455_small.jpg | https://historicbridges.org/ohio/drummond/little_img_9455.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/drummond/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.170310,-80.567300 | ||||||||||||||
| 1077 | Dry Creek Railroad Bridge | This extremely unusual bridge has a plate girder strengthened by a pin-connected eyebar system below the girder. The technical description of the main or most noteworthy span of the bridge is a 78 ft (23.77 m) metal deck girder, fixed. The bridge was primarily built by Unknown. | 37.636300 | -120.984320 | Railroad (Modesto and Empire Traction) | Dry Creek | Modesto | Stanislaus County, California | California | United States | Metal | Deck | Girder | Fixed | 0 | 1 | Pre-Stressed Concrete | Adjacent | Box Beam | Fixed | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 78 | 23.77 | 224 | 68.28 | 0 | 0 | https://historicbridges.org/california/drycreekrailroadbridge/little_day2_drycreekrailroadbridge01407_small.jpg | https://historicbridges.org/california/drycreekrailroadbridge/little_day2_drycreekrailroadbridge01407.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/drycreekrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.636300,-120.984320 | ||||||||||||
| 1079 | Congress Street Bridge | Ducharme Place Bridge | This bridge is one of several remaining historically significant overpasses that relate the industrial growth of Detroit during that time. The technical description of the main or most noteworthy span of the bridge is a metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.337310 | -83.029270 | Abandoned East Congress Street | Railroad (Abandoned Grand Trunk Western / Dequindre Cut Greenway) | Detroit | Wayne County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | 1929 | 0 | Unknown | 3 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/ducharme/little_p1370271_small.jpg | https://historicbridges.org/michigan/ducharme/little_p1370271.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/ducharme/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.337310,-83.029270 | ||||||||||||||||
| 1080 | Duck Bridge | Union Street Bridge | This incredible bridge is a large, multi-span example of an uncommon truss type and an early riveted connections truss. The technical description of the main or most noteworthy span of the bridge is a 131 ft (39.93 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Boston Bridge Works of Boston, Massachusetts. The bridge was primarily designed by George L. Vose. | 42.703889 | -71.153611 | Union Street | Merrimack River | Lawrence | Essex County, Massachusetts | Massachusetts | United States | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 9 | 5 | 0 | 0 | 1888 | 1980 | Boston Bridge Works of Boston, Massachusetts | George L. Vose | 9 | 8 | 131 | 39.93 | 610 | 185.93 | 26.2 | 7.99 | https://historicbridges.org/massachusetts/union/little_img_1876_small.jpg | https://historicbridges.org/massachusetts/union/little_img_1876.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/union/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.703889,-71.153611 | ||||||||||||
| 1081 | Duck Hollow Bridge | This is a very old example of a deck plate girder bridge. The technical description of the main or most noteworthy span of the bridge is a 77 ft (23.47 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 40.415170 | -79.915800 | McFarren Street (Second Avenue) | 9 Mile Run | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1886 | 1936 | Unknown | 6 | 6 | 77 | 23.47 | 80 | 24.38 | 15.7 | 4.79 | https://historicbridges.org/pennsylvania/mcfarren/little_img_5179_small.jpg | https://historicbridges.org/pennsylvania/mcfarren/little_img_5179.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/mcfarren/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.415170,-79.915800 | ||||||||||||||||
| 1082 | Duck Hollow Railroad Bridge | This railroad bridge has built-up beams and is supported by built-up steel bents. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. | 40.415260 | -79.915940 | Railroad (Baltimore and Ohio) | 9 Mile Run | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 0 | 0 | 0 | 0 | 0 | Unknown | 3 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/mcfarrenrr/little_p1230755_6_7_fused_small.jpg | https://historicbridges.org/pennsylvania/mcfarrenrr/little_p1230755_6_7_fused.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/mcfarrenrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.415260,-79.915940 | ||||||||||||||||
| 1083 | ! | Dufferin Street Bridge | Dufferin Street Overhead | This plate girder bridge has three girder lines to accomodate a larger roadway. The technical description of the main or most noteworthy span of the bridge is a 61.7 ft (18.81 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 43.634180 | -79.425510 | Dufferin Street | Railroad (Go, Canadian National) | Toronto | Toronto City, Ontario | Ontario | Canada | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1912 | 1995 | Unknown | 3 | 6 | 61.7 | 18.81 | 0 | 0 | 68.9 | 21 | https://historicbridges.org/ontario/dufferinstreet/little_dufferinstreetbridge0276_small.jpg | https://historicbridges.org/ontario/dufferinstreet/little_dufferinstreetbridge0276.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/dufferinstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.634180,-79.425510 | ||||||||||||||
| 1088 | Dunbar Road Bridge | One of two curved t-beam expressway overpasses in Michigan listed on the National Register of Historic Places. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by W. H. Knapp Company of Monroe, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 41.890230 | -83.382670 | Dunbar Road | I-75 | Rural | Monroe County, Michigan | Michigan | United States | Concrete | Curved | T-Beam | Fixed | 0 | Continuous | 4 | 0 | 0 | 1955 | 0 | W. H. Knapp Company of Monroe, Michigan | Michigan State Highway Department | 4 | 6 | 70 | 21.34 | 236 | 71.93 | 26 | 7.92 | https://historicbridges.org/michigan/75dunbar/little_p1120095_small.jpg | https://historicbridges.org/michigan/75dunbar/little_p1120095.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/75dunbar/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.890230,-83.382670 | ||||||||||||||
| 1089 | Dundas Street Bridge | This bridge is noted for both its curved roadway and variable depth reinforced concrete slab. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. | 44.251700 | -76.945680 | Dundas Street | Napanee River | Napanee | Lennox and Addington County, Ontario | Ontario | Canada | Concrete | Slab | Fixed | 0 | 2 | 0 | 0 | 1950 | 0 | Unknown | 2 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/napanee/little_p1050023_small.jpg | https://historicbridges.org/ontario/napanee/little_p1040996.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/napanee/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.251700,-76.945680 | |||||||||||||||||
| 1091 | Dundee Railroad Bridge | This through truss also has some plate girder approaches, and the main truss span is supported by unusual caissons. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 41.953040 | -83.647330 | Railroad (Ann Arbor Railroad) | River Raisin | Dundee | Monroe County, Michigan | Michigan | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 5 | 1 | Metal | Deck | Girder | Fixed | 0 | 3 | 1922 | 0 | American Bridge Company of New York, New York | 5 | 6 | 120 | 36.58 | 250 | 76.2 | 12 | 3.66 | https://historicbridges.org/truss/dundee/little_img_0153_small.jpg | https://historicbridges.org/truss/dundee/little_img_0153.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/dundee/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.953040,-83.647330 | ||||||||||
| 1092 | Dundee Road Bridge | This is a bridge has a history of alteration, but at the core is a very old concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Harry L. Emerson. | 42.139770 | -87.903820 | Dundee Road (IL-68) | Des Plaines River | Wheeling | Cook County, Illinois | Illinois | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1905 | 1982 | Unknown | Harry L. Emerson | 5 | 5 | 72 | 21.95 | 172 | 52.43 | 52 | 15.85 | https://historicbridges.org/illinois/dundeeroad/little_dundeeroad2373_small.jpg | https://historicbridges.org/illinois/dundeeroad/little_dundeeroad2373.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/dundeeroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.139770,-87.903820 | ||||||||||||||
| 1094 | Dunns Bridge | This extremely rare and bizarre bridge undoubtedly has one of the most unusual bridge histories ever! The technical description of the main or most noteworthy span of the bridge is a metal Braced Ribbed through arch, fixed. The bridge was primarily built by P. E. Lane of Chicago, Illinois. | 41.219870 | -86.969090 | CR-500 East (Old Alignment) | Kankakee River | Rural | Porter County, Indiana and Jasper County, Indiana | Indiana | United States | Metal | Braced Ribbed | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1895 | 0 | P. E. Lane of Chicago, Illinois | 9 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/indiana/dunns/bkg_hbmebridges021_small.jpg | https://historicbridges.org/indiana/dunns/hbmebridges0082.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/dunns/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.219870,-86.969090 | |||||||||||||||
| 1095 | Dunnville Bottoms Railroad Bridge | Partially built by a noteworthy bridge company, this is an old and extremely unusual railroad truss bridge. The technical description of the main or most noteworthy span of the bridge is a 233.5 ft (71.17 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Morse Bridge Company of Youngstown, Ohio. | 44.704290 | -91.869610 | Railroad (Red Cedar State Rail-Trail) | Chippewa River | Rural | Dunn County, Wisconsin | Wisconsin | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 10 | 1 | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 29 | 1881 | 1932 | Morse Bridge Company of Youngstown, Ohio | 8 | 9 | 233.5 | 71.17 | 860 | 262.13 | 0 | 0 | https://historicbridges.org/wisconsin/dunnvillebottomsrailroad/little_addunnville_2674_small.jpg | https://historicbridges.org/wisconsin/dunnvillebottomsrailroad/little_addunnville_2653.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/dunnvillebottomsrailroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.704290,-91.869610 | ||||||||
| 1096 | Duplain and Ovid Drain Bridge | This bridge on private property appears to be an unusual, late example of a bowstring, likely built in the early 20th Century. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Bowstring through truss, fixed. The bridge was primarily built by Unknown. | 43.035530 | -84.427710 | Private Access | Duplain and Ovid Drain | Rural | Clinton County, Michigan | Michigan | United States | Metal | Bowstring | Rivet-Connected | Through | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/shepardsvilleprivate/little_p1430654_small.jpg | https://historicbridges.org/michigan/shepardsvilleprivate/little_p1430654.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/shepardsvilleprivate/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.035530,-84.427710 | ||||||||||||||
| 1097 | Duquesne Slag Bridge | This is an unusual deck cantilever truss bridge serving a private road. The technical description of the main or most noteworthy span of the bridge is a metal cantilever (straight chords) rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 40.662330 | -80.255150 | Duquesne Slag Private Road | Constitution Boulevard (PA-51) and Railroad (Pittsburgh and Lake Erie) | Monaca | Beaver County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 0 | Cantilever (Straight Chords) | 5 | 0 | 0 | 1928 | 0 | Unknown | 7 | 7 | 0 | 0 | 377 | 114.91 | 28 | 8.53 | https://historicbridges.org/pennsylvania/slag/little_p1200527_small.jpg | https://historicbridges.org/pennsylvania/slag/little_img_4283.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/slag/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.662330,-80.255150 | |||||||||||||
| 1098 | Durbin Bridge | This is a good, unaltered example of a standard plan steel stringer bridge in Pennsylvania. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 39.917730 | -80.485690 | Veterans Road (PA-4003) | Dunkard Fork Wheeling Creek | Rural (Durbin) | Greene County, Pennsylvania | Pennsylvania | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | 1956 | 0 | Unknown | 1 | 3 | 60 | 18.29 | 126 | 38.4 | 28 | 8.53 | https://historicbridges.org/pennsylvania/veteransroad/little_veteransroad0150_small.jpg | https://historicbridges.org/pennsylvania/veteransroad/little_veteransroad0150.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/veteransroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.917730,-80.485690 | |||||||||||||||||
| 1099 | Durham Highway 2 Bridge | This is a very old example of a concrete arch bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 43.921330 | -78.572370 | Railroad (Canadian Pacific) | Durham Highway 2 (King Avenue) | Rural | Durham Region, Ontario | Ontario | Canada | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1912 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/kingavenueoldkh2/little_p1580367_small.jpg | https://historicbridges.org/ontario/kingavenueoldkh2/little_p1580367.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/kingavenueoldkh2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.921330,-78.572370 | |||||||||||||||
| 1100 | Dutton Mill Road Bridge | One of several bridges in Chester County that combine traditional stone technology with period reinforced concrete technology. The technical description of the main or most noteworthy span of the bridge is a 27 ft (8.23 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. | 39.980278 | -75.513889 | Dutton Mill Road | Ridley Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Concrete | T-Beam | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 2 | 2 | 27 | 8.23 | 32.2 | 9.81 | 18.4 | 5.61 | https://historicbridges.org/pennsylvania/bridge157duttonsmill/little_bridge157015_small.jpg | https://historicbridges.org/pennsylvania/bridge157duttonsmill/little_bridge157015.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge157duttonsmill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.980278,-75.513889 | |||||||||||||||||
| 1101 | Petroleum Center Bridge | Eagle Rock Road Bridge | This ornate two-span structure is a beautiful centerpiece for Oil Creek State Park. The technical description of the main or most noteworthy span of the bridge is a 117 ft (35.66 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Morse Bridge Company of Youngstown, Ohio. | 41.516550 | -79.682720 | Eagle Rock Road (PA-1004) | Oil Creek | Petroleum Center (Rural) | Venango County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 2 | 0 | 0 | 1884 | 1984 | Morse Bridge Company of Youngstown, Ohio | 8 | 8 | 117 | 35.66 | 239 | 72.85 | 15.4 | 4.69 | https://historicbridges.org/pennsylvania/eaglerock/little_pict6727_small.jpg | https://historicbridges.org/pennsylvania/eaglerock/little_pict6727.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/eaglerock/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.516550,-79.682720 | |||||||||||||
| 1102 | Eagle Avenue Viaduct | This is the oldest vertical lift in Cleveland, and was once part of a long viaduct. The technical description of the main or most noteworthy span of the bridge is a 296 ft (90.22 m) metal rivet-connected Pennsylvania through truss, movable: vertical lift, Span Drive. The bridge was primarily built by Strobel Steel Construction Company of Chicago, Illinois. The bridge was primarily designed by Waddell and Hardesty of New York, New York. | 41.493310 | -81.692320 | Eagle Avenue | Cuyahoga River | Cleveland | Cuyahoga County, Ohio | Ohio | United States | Metal | Pennsylvania | Rivet-Connected | Through | Truss | Movable: Vertical Lift | Span Drive | 14 | 1 | Metal | Rigid-Frame | Fixed | 0 | 2 | 1931 | 1991 | Strobel Steel Construction Company of Chicago, Illinois | Waddell and Hardesty of New York, New York | 7 | 9 | 296 | 90.22 | 296 | 90.22 | 39 | 11.89 | https://historicbridges.org/ohio/eaglelift/cleveland0921_small.jpg | https://historicbridges.org/ohio/eaglelift/cleveland0202.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/eaglelift/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.493310,-81.692320 | |||||||||
| 1103 | Eagle Harbor Bridge | Bridge E-203 | This longer spanning lift bridge is in a slightly less populated area than many of the Erie Canal lift bridges. The technical description of the main or most noteworthy span of the bridge is a 122.7 ft (37.4 m) metal rivet-connected Warren (No Verticals) pony truss, movable: vertical lift. The bridge was primarily built by Thomas Crimmins Contracting Company of New York, New York. | 43.251880 | -78.253140 | Eagle Harbor Waterport Road (CR-21) | Erie Canal (New York State Barge Canal) | Eagle Harbor | Orleans County, New York | New York | United States | Metal | Warren (No Verticals) | Rivet-Connected | Pony | Truss | Movable: Vertical Lift | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1910 | 0 | Thomas Crimmins Contracting Company of New York, New York | 8 | 7 | 122.7 | 37.4 | 144.7 | 44.1 | 18.4 | 5.61 | https://historicbridges.org/newyork/eagleharbor/little_liftbr071_small.jpg | https://historicbridges.org/newyork/eagleharbor/little_liftbr071.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/eagleharbor/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.251880,-78.253140 | ||||||||||
| 1104 | Eagleville Road Bridge | One of a few remaining examples of this attractive concrete bridge type in the county. The technical description of the main or most noteworthy span of the bridge is a 55 ft (16.76 m) concrete curved chord through girder, fixed. The bridge was primarily built by Unknown. | 41.182450 | -83.663900 | Eagleville Road (Broadway Street) | Rocky Ford Creek | North Baltimore | Wood County, Ohio | Ohio | United States | Concrete | Curved Chord Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1928 | 0 | Unknown | 6 | 7 | 55 | 16.76 | 61 | 18.59 | 23 | 7.01 | https://historicbridges.org/ohio/northbaltimore/little_img_6974_small.jpg | https://historicbridges.org/ohio/northbaltimore/little_img_6974.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/northbaltimore/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.182450,-83.663900 | ||||||||||||||||
| 1105 | East Boulevard Drive Bridge | This small but beautiful bridge is unlike the other arch bridges in Flint. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 43.032440 | -83.681240 | East Boulevard Drive | Gilkey Creek | Flint | Genesee County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1920 | 0 | Unknown | 4 | 6 | 30 | 9.14 | 31.8 | 9.69 | 26 | 7.92 | https://historicbridges.org/michigan/eastboulevard/little_dscf2971_small.jpg | https://historicbridges.org/michigan/eastboulevard/little_dscf2971.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/eastboulevard/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.032440,-83.681240 | |||||||||||||||
| 1107 | East Bridge Street Bridge | One of two similar closed plate girder bridges in Parkesburg. The technical description of the main or most noteworthy span of the bridge is a 42 ft (12.8 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 39.958800 | -75.924650 | East Bridge Street | Railroad (Amtrak and Norfolk Southern) | Parkesburg | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 4 | 0 | 0 | 1903 | 1954 | Unknown | 6 | 6 | 42 | 12.8 | 150 | 45.72 | 19.4 | 5.91 | https://historicbridges.org/pennsylvania/parkesburgebridgest/little_parkesburgebridgest008_small.jpg | https://historicbridges.org/pennsylvania/parkesburgebridgest/little_parkesburgebridgest008.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/parkesburgebridgest/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.958800,-75.924650 | ||||||||||||||||
| 1110 | East Hill Road Bridge | This bridge retains its original materials, but is supported by steel stringers today. The technical description of the main or most noteworthy span of the bridge is a 39 ft (11.89 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. | 42.213580 | -76.491710 | East Hill Road | Catatonk Creek | Spencer | Tioga County, New York | New York | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1897 | 2005 | Groton Bridge Company of Groton, New York | 6 | 7 | 39 | 11.89 | 43 | 13.11 | 13.5 | 4.11 | https://historicbridges.org/newyork/spencereasthill/little_easthillrd7_small.jpg | https://historicbridges.org/newyork/spencereasthill/little_easthillrd7.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/spencereasthill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.213580,-76.491710 | ||||||||||||||
| 1111 | East River Bridge | East River Crossing Road Bridge | This is an early 20th century pony truss in decent condition. The technical description of the main or most noteworthy span of the bridge is a 91 ft (27.74 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. | 42.646030 | -76.117490 | East River Crossing Road | East Branch Tioughnioga River | East River | Cortland County, New York | New York | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 1913 | 1972 | Groton Bridge Company of Groton, New York | 5 | 5 | 91 | 27.74 | 91 | 27.74 | 16.4 | 5 | https://historicbridges.org/newyork/eastriver/bkg_newyork607_small.jpg | https://historicbridges.org/newyork/eastriver/newyork1784.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/eastriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.646030,-76.117490 | |||||||||||||
| 1113 | East Rocks Road Bridge | One of the individually unique and beautiful bridges crossing one of the most important historic highways in the country. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) concrete rigid-frame, fixed. The bridge was primarily built by Mariani Construction Company of New Haven, Connecticut. | 41.149020 | -73.411340 | East Rocks Road | Merritt Parkway (CT-15) | Norwalk | Fairfield County, Connecticut | Connecticut | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1938 | 0 | Mariani Construction Company of New Haven, Connecticut | 6 | 6 | 72 | 21.95 | 79 | 24.08 | 26.6 | 8.11 | https://historicbridges.org/connecticut/eastrocks/little_img_2213_small.jpg | https://historicbridges.org/connecticut/eastrocks/little_img_2213.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/eastrocks/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.149020,-73.411340 | |||||||||||||||||
| 1114 | East Swinney Park Bridge | Mechanic Street Bridge | One of the most unusual and significant bridges in Indiana is this truss bridge built for pedestrian use only, and by an important company at that! The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 41.077560 | -85.159950 | Rivergreenway (Non-Motorized Path) | St. Marys River | Fort Wayne | Allen County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 15 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 5 | 1898 | 0 | King Bridge Company of Cleveland, Ohio | 8 | 8 | 0 | 0 | 180 | 54.86 | 8 | 2.44 | https://historicbridges.org/truss/swinney/little_pict6344_small.jpg | https://historicbridges.org/truss/swinney/little_pict6344.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/swinney/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.077560,-85.159950 | ||||||||||
| 1115 | ! | Eastern Avenue Bridge | This abandoned bridge is a rare Canadian example of a through truss with three truss lines. The technical description of the main or most noteworthy span of the bridge is a 148 ft (45.11 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Unknown. | 43.655550 | -79.351740 | Eastern Avenue (Abandoned Alignment) | Don River | Toronto | Toronto City, Ontario | Ontario | Canada | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 14 | 1 | 0 | 0 | 1933 | 0 | Unknown | 7 | 7 | 148 | 45.11 | 148 | 45.11 | 62 | 18.9 | https://historicbridges.org/ontario/easternavenue/little_easternavenue1074_small.jpg | https://historicbridges.org/ontario/easternavenue/little_easternavenue1074.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/easternavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.655550,-79.351740 | |||||||||||||
| 1120 | East Portage Avenue Bridge | One of two identical arch bridges in Sault Ste Marie. The technical description of the main or most noteworthy span of the bridge is a 264.8 ft (80.71 m) metal tied Solid Ribbed through arch, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 46.496270 | -84.333630 | East Portage Avenue | Power Canal | Sault Ste. Marie | Chippewa County, Michigan | Michigan | United States | Metal | Solid Ribbed | Tied | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1970 | 1987 | American Bridge Company of New York, New York | 1 | 3 | 264.8 | 80.71 | 264.8 | 80.71 | 45 | 13.72 | https://historicbridges.org/michigan/eastportage/little_eastportageavenue0593_small.jpg | https://historicbridges.org/michigan/eastportage/little_eastportageavenue0593.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/eastportage/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.496270,-84.333630 | ||||||||||||||
| 1121 | East Troy Bridge | This bridge is an attractive find for anyone traveling along scenic US-6. The technical description of the main or most noteworthy span of the bridge is a 190 ft (57.91 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 41.769460 | -76.735350 | US-6 (Roosevelt Highway) | Sugar Creek | East Troy | Bradford County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1941 | 1988 | Unknown | 5 | 5 | 190 | 57.91 | 192 | 58.52 | 26 | 7.92 | https://historicbridges.org/pennsylvania/easttroy/newyork0700_small.jpg | https://historicbridges.org/pennsylvania/easttroy/newyork0700.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/easttroy/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.769460,-76.735350 | ||||||||||||||
| 1123 | Echo River Bridge | Bay Street Bridge | A rare example of a multi-span pony truss in a scenic location. The technical description of the main or most noteworthy span of the bridge is a 92 ft (28.04 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 46.494270 | -84.077290 | Bay Street | Echo River | Echo Bay | Algoma District, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 2 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 92 | 28.04 | 190 | 57.91 | 0 | 0 | https://historicbridges.org/truss/echoriver/little_pict3346_small.jpg | https://historicbridges.org/truss/echoriver/little_pict3346.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/echoriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.494270,-84.077290 | |||||||||||||
| 1124 | Echo River Railroad Bridge | This through plate girder features an unusual curved design. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 46.494250 | -84.077910 | Railroad | Echo River | Echo Bay | Algoma District, Ontario | Ontario | Canada | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 4 | 105 | 32 | 105 | 32 | 0 | 0 | https://historicbridges.org/other/echoriver/little_pict3369_small.jpg | https://historicbridges.org/other/echoriver/little_pict3369.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/echoriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.494250,-84.077910 | ||||||||||||||||
| 1126 | Edge Mill Road Bridge | This stone arch bridge rests on a taller pier than other stone arch bridges in the county. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) stone Segmental deck arch, fixed. The bridge was primarily built by Dunleavy Brothers of Coatesville, Pennsylvania. The bridge was primarily designed by Nathan R. Rambo. | 40.010730 | -75.743490 | Edge Mill Road (PA-4015) | Branch Beaver Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1916 | 0 | Dunleavy Brothers of Coatesville, Pennsylvania | Nathan R. Rambo | 7 | 6 | 24 | 7.32 | 74.2 | 22.62 | 20.3 | 6.19 | https://historicbridges.org/pennsylvania/chester124edgesmill/little_bridge1243_small.jpg | https://historicbridges.org/pennsylvania/chester124edgesmill/little_bridge1243.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester124edgesmill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.010730,-75.743490 | ||||||||||||||
| 1127 | Edgington Road Bridge | With all the unusual details intact, this small truss bridge is an outstanding example of a Wrought Iron Bridge Company pony truss. The technical description of the main or most noteworthy span of the bridge is a 39 ft (11.89 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 40.568520 | -82.914710 | Edgington Road (TR-133) | Shaw Creek | Rural | Morrow County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 1990 | Wrought Iron Bridge Company of Canton, Ohio | 7 | 7 | 39 | 11.89 | 40 | 12.19 | 13.8 | 4.21 | https://historicbridges.org/ohio/edgington5930723/little_edgington5930723_1764_small.jpg | https://historicbridges.org/ohio/edgington5930723/little_edgington5930723_1764.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/edgington5930723/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.568520,-82.914710 | ||||||||||||||
| 1130 | Edna Dean Proctor Bridge | This is a concrete arch bridge that is faced in stone to make it look like a stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a 54.5 ft (16.61 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 43.178720 | -71.821940 | NH-114 (Bridge Street) | Contoocook River | Henniker | Merrimack County, New Hampshire | New Hampshire | United States | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1939 | 2001 | Unknown | 7 | 7 | 54.5 | 16.61 | 118 | 35.97 | 31.2 | 9.51 | https://historicbridges.org/newhampshire/henniker/little_p1510965_small.jpg | https://historicbridges.org/newhampshire/henniker/little_p1510965.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newhampshire/henniker/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.178720,-71.821940 | |||||||||||||||
| 1131 | Ehrmentraut Farm Bridge | Among the oldest metal bridges in the country is this extremely rare Whipple Arch bowstring. The technical description of the main or most noteworthy span of the bridge is a metal (cast iron) Bowstring pony truss, fixed. The bridge was primarily built by John Hutchinson of Troy, New York. The bridge was primarily designed by Squire Whipple. | 43.087920 | -77.830670 | Farm Trail | Black Creek | Rural | Monroe County, New York | New York | United States | Metal (Cast Iron) | Bowstring | Pony | Truss | Fixed | 9 | 1 | 0 | 0 | 1859 | 0 | John Hutchinson of Troy, New York | Squire Whipple | 9 | 10 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/ehrmentraut/bkg_newyork021_small.jpg | https://historicbridges.org/newyork/ehrmentraut/newyork0040.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ehrmentraut/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.087920,-77.830670 | ||||||||||||||
| 1132 | Eisenhower Bridge | Iowa Bridge Number 328160 | This large-span pin-connected Pratt was relocated to this site in 1930 and is associated with Chicago engineer Horace Horton. The technical description of the main or most noteworthy span of the bridge is a 178.2 ft (54.32 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania and James B. Diver Bridge Company of Keokuk, Iowa. | 40.678390 | -92.117460 | 252nd Avenue | Fox River | Rural | Van Buren County, Iowa | Iowa | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 10 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 1 | 1888 | 1930 | Penn Bridge Company of Beaver Falls, Pennsylvania and James B. Diver Bridge Company of Keokuk, Iowa | 7 | 8 | 178.2 | 54.32 | 197.2 | 60.11 | 15.7 | 4.79 | https://historicbridges.org/iowa/252nd/little_dscf6014_small.jpg | https://historicbridges.org/iowa/252nd/little_dscf6014.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/252nd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.678390,-92.117460 | ||||||||||
| 1134 | Eldorado Bridge | Iowa Bridge Number 152920 | A historically intact example of an uncommon truss type. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by J. G. Ratcliff of Waukon, Iowa. | 43.054030 | -91.834630 | State Street | Turkey River | Eldorado | Fayette County, Iowa | Iowa | United States | Metal | Camelback | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1899 | 0 | J. G. Ratcliff of Waukon, Iowa | 7 | 8 | 130 | 39.62 | 130 | 39.62 | 15.8 | 4.82 | https://historicbridges.org/iowa/eldorado/little_dscf5676_small.jpg | https://historicbridges.org/iowa/eldorado/little_img_1522.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/eldorado/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.054030,-91.834630 | |||||||||||||
| 1135 | Indiana Harbor Canal Elgin, Joliet, and Eastern Railroad Bridge | Bridge 631 | This bridge is a small example of a Scherzer Rolling Lift bascule bridge. The technical description of the main or most noteworthy span of the bridge is a 87.5 ft (26.67 m) metal rivet-connected Warren through truss, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Unknown. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. | 41.648570 | -87.468410 | Railroad (Canadian National) | Indiana Harbor Canal | East Chicago | Lake County, Indiana | Indiana | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Single Leaf Bascule | Rolling Lift | 4 | 1 | Metal | Deck | Girder | Fixed | 0 | 0 | 1913 | 0 | Unknown | Scherzer Rolling Lift Bridge Company of Chicago, Illinois | 7 | 7 | 87.5 | 26.67 | 0 | 0 | 0 | 0 | https://historicbridges.org/indiana/ejeindianaharbor/little_p2170166_small.jpg | https://historicbridges.org/indiana/ejeindianaharbor/little_p2170166.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/ejeindianaharbor/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.648570,-87.468410 | |||||||
| 1137 | ! | Elkhurst Swinging Bridge | Slated for demolition despite support from locals, this bridge is a large and rare example of a swinging type suspension bridge in West Virginia. The technical description of the main or most noteworthy span of the bridge is a 192 ft (58.52 m) metal wire cable suspension, fixed. The bridge was primarily built by Unknown. | 38.451070 | -81.153870 | CR-22 | Elk River | Elkhurst | Clay County, West Virginia | West Virginia | United States | Metal | Wire Cable | Suspension | Fixed | 0 | 3 | 0 | 0 | 1930 | 0 | Unknown | 6 | 7 | 192 | 58.52 | 424 | 129.24 | 8.2 | 2.5 | https://historicbridges.org/wvirginia/elkhurst/july1_small.jpg | https://historicbridges.org/wvirginia/elkhurst/july1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/elkhurst/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.451070,-81.153870 | |||||||||||||||
| 1138 | Elkview Road Bridge | An excellent example of a truss bridge built by a noteworthy local bridge company. The technical description of the main or most noteworthy span of the bridge is a 51.8 ft (15.79 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by John Denithorne and Sons of Phoenixville, Pennsylvania. | 39.802570 | -75.904730 | Elkview Road | Big Elk Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1892 | 0 | John Denithorne and Sons of Phoenixville, Pennsylvania | 6 | 7 | 51.8 | 15.79 | 51.8 | 15.79 | 15 | 4.57 | https://historicbridges.org/pennsylvania/chester35elkview/little_elkviewroadbridgeadd_2641_small.jpg | https://historicbridges.org/pennsylvania/chester35elkview/little_elkviewroadbridgeadd_2641.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester35elkview/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.802570,-75.904730 | ||||||||||||||
| 1139 | Chaney Lake Road Bridge | This small bridge shows a relatively early construction date for its design. The technical description of the main or most noteworthy span of the bridge is a 28 ft (8.53 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 46.457440 | -89.943720 | Chaney Lake Road (CR-519) | Little Black River | Rural | Gogebic County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1934 | 0 | Unknown | 1 | 3 | 28 | 8.53 | 30.8 | 9.39 | 30.8 | 9.39 | https://historicbridges.org/michigan/eli/bkg_IMG_0600-168_small.jpg | https://historicbridges.org/michigan/eli/IMG_0600.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/eli/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.457440,-89.943720 | |||||||||||||||||
| 1140 | Elizabeth Bridge | Regis Malady Bridge | This is a highly attractive example of a 1950s truss bridge that has the visual appearance of an arch bridge. The technical description of the main or most noteworthy span of the bridge is a 450 ft (137.16 m) metal continuous (arch and suspended deck) rivet-connected Warren through truss, fixed. The bridge was primarily built by Fort Pitt Bridge Works of Pittsburgh, Pennsylvania. | 40.275070 | -79.887990 | PA-51 (Hayden Boulevard) | Monongahela River and Various Streets | Elizabeth and West Elizabeth | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 12 | Continuous (Arch and Suspended Deck) | 3 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 13 | 1951 | 1985 | Fort Pitt Bridge Works of Pittsburgh, Pennsylvania | 7 | 7 | 450 | 137.16 | 1502 | 457.81 | 53.5 | 16.31 | https://historicbridges.org/pennsylvania/elizabeth/little_elizabeth1533_small.jpg | https://historicbridges.org/pennsylvania/elizabeth/little_elizabeth1533.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/elizabeth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.275070,-79.887990 | |||||||||
| 1141 | Elizabeth Drive Bridge | An excellent example of a traditional arch bridge with balustrade railings. The technical description of the main or most noteworthy span of the bridge is a 59.7 ft (18.2 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by A. W. Kutche and Company. | 42.136330 | -83.178980 | Elizabeth Drive | Elizabeth Park Canal | Trenton | Wayne County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1923 | 0 | A. W. Kutche and Company | 5 | 6 | 59.7 | 18.2 | 59.7 | 18.2 | 39 | 11.89 | https://historicbridges.org/michigan/elizabeth/little_p1140074_5_6_painterly_small.jpg | https://historicbridges.org/michigan/elizabeth/little_p1140074_5_6_painterly.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/elizabeth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.136330,-83.178980 | |||||||||||||||
| 1145 | Elizabeth Street Bridge | A two span rigid-frame with good historic and physical integrity. The technical description of the main or most noteworthy span of the bridge is a 67 ft (20.42 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 42.285370 | -83.388720 | Elizabeth Street | Lower River Rouge | Wayne | Wayne County, Michigan | Michigan | United States | Concrete | Rigid-Frame | Fixed | 0 | 2 | 0 | 0 | 1956 | 0 | Unknown | 4 | 5 | 67 | 20.42 | 145 | 44.2 | 36 | 10.97 | https://historicbridges.org/michigan/elizabeth2/little_p1370674_small.jpg | https://historicbridges.org/michigan/elizabeth2/little_p1370674.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/elizabeth2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.285370,-83.388720 | |||||||||||||||||
| 1146 | Elkhorn City Bridge West | Bridge Street Bridge | One of two rare multi-span pin-connected through truss spans in very poor condition in this area. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Camelback through truss, fixed. The bridge was primarily built by Champion Bridge Company of Wilmington, Ohio. | 37.305490 | -82.351670 | Bridge Street (Old KY-80) | Russell Fork | Elkhorn City | Pike County, Kentucky | Kentucky | United States | Metal | Camelback | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 2 | 1912 | 0 | Champion Bridge Company of Wilmington, Ohio | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/kentucky/elkhorncity/thumb.jpg | https://historicbridges.org/kentucky/elkhorncity/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/elkhorncity/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.305490,-82.351670 | |||||||||||||
| 1147 | Elkhorn City Bridge East | Bridge Street Bridge | One of two rare multi-span pin-connected through truss spans in very poor condition in this area. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Camelback through truss, fixed. The bridge was primarily built by Unknown. | 37.304050 | -82.342770 | Bridge Street (Old KY-80) | Russell Fork | Elkhorn City | Pike County, Kentucky | Kentucky | United States | Metal | Camelback | Pin-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 2 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/kentucky/elkhorncity2/thumb.jpg | https://historicbridges.org/kentucky/elkhorncity2/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/elkhorncity2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.304050,-82.342770 | |||||||||||||
| 1148 | Elliott Bridge | Greenes Road Bridge | A tiny little beam bridge with v-laced railings. The technical description of the main or most noteworthy span of the bridge is a 29 ft (8.84 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 40.400240 | -80.332490 | Greenes Road (TR-512) | Raccoon Creek | Rural | Washington County, Pennsylvania | Pennsylvania | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1904 | 0 | Unknown | 2 | 1 | 29 | 8.84 | 33 | 10.06 | 10.8 | 3.29 | https://historicbridges.org/pennsylvania/greenes/little_greenesroadadd1476_small.jpg | https://historicbridges.org/pennsylvania/greenes/little_greenesroadadd1476.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/greenes/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.400240,-80.332490 | ||||||||||||||||
| 1149 | Ellsworth Ranch Bridge | Iowa Bridge Number 148950 | With unusual design details, this bridge is also one of only three Thacher truss bridges left in the country! The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal multiple-type-connected Thacher through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio, Milo A. Adams, Agent. | 43.460160 | -94.580420 | 130th Street | East Fork Des Moines River | Rural | Emmet County, Iowa | Iowa | United States | Metal | Thacher | Multiple-Type-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 1895 | 1937 | King Bridge Company of Cleveland, Ohio, Milo A. Adams, Agent | 9 | 9 | 80 | 24.38 | 80 | 24.38 | 15 | 4.57 | https://historicbridges.org/iowa/ellsworthranch/little_dscf6318_small.jpg | https://historicbridges.org/iowa/ellsworthranch/little_dscf6318.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/ellsworthranch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.460160,-94.580420 | |||||||||||||
| 1150 | Elm Avenue Bridge | Iowa Bridge Number 87210 | Located in a scenic agricultural setting, this is an attractive truss bridge. The technical description of the main or most noteworthy span of the bridge is a 99 ft (30.18 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 42.605650 | -92.947210 | Elm Avenue | Beaver Creek | Rural | Butler County, Iowa | Iowa | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1910 | 0 | Unknown | 7 | 7 | 99 | 30.18 | 138 | 42.06 | 14.8 | 4.51 | https://historicbridges.org/iowa/elm/little_dscf6103_small.jpg | https://historicbridges.org/iowa/elm/little_dscf6103.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/elm/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.605650,-92.947210 | ||||||||||
| 1151 | Elm Circle Drive Bridge | A strange little bridge, this is a rare and late example of bowstring bridge construction in Michigan. The technical description of the main or most noteworthy span of the bridge is a 56.8 ft (17.31 m) metal Bowstring pony truss, fixed. The bridge was primarily built by C.J. Glasgow Company of Detroit, Michigan. | 42.300640 | -83.302670 | Elm Circle Drive (Abandoned) | Lower River Rouge | Inkster | Wayne County, Michigan | Michigan | United States | Metal | Bowstring | Pony | Truss | Fixed | 9 | 1 | 0 | 0 | 1900 | 1969 | C.J. Glasgow Company of Detroit, Michigan | 6 | 7 | 56.8 | 17.31 | 59.7 | 18.2 | 12 | 3.66 | https://historicbridges.org/truss/elmcircle/little_img_1697_small.jpg | https://historicbridges.org/truss/elmcircle/little_img_1697.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/elmcircle/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.300640,-83.302670 | |||||||||||||||
| 1152 | Elm Grove Stone Bridge | Monument Place Bridge | The oldest bridge in the state, this bridge features elliptical arches and is connected to prominent American history figures. The technical description of the main or most noteworthy span of the bridge is a 38 ft (11.58 m) stone Elliptical deck arch, fixed. The bridge was primarily built by Moses Shepherd. | 40.043760 | -80.658610 | US-40 (Historic National Road) | Little Wheeling Creek | Elm Grove | Ohio County, West Virginia | West Virginia | United States | Stone | Elliptical | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1817 | 1922 | Moses Shepherd | 9 | 10 | 38 | 11.58 | 194 | 59.13 | 37.4 | 11.4 | https://historicbridges.org/wvirginia/elmgrove/bkg_swpenn0586_small.jpg | https://historicbridges.org/wvirginia/elmgrove/swpenn070775.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/elmgrove/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.043760,-80.658610 | ||||||||||||||
| 1153 | Elm Street Bridge | County Line Road Bridge | An example of a concrete encased beam bridge, in relatively poor condition. The technical description of the main or most noteworthy span of the bridge is a metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 42.072460 | -84.828840 | Elm Street (County Line Road) | St. Joseph River | Rural | Branch County, Michigan and Calhoun County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | Michigan State Highway Department | 1 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/concrete/elm/bkg_smich34_small.jpg | https://historicbridges.org/concrete/elm/smich183.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/elm/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.072460,-84.828840 | |||||||||||||||
| 1154 | Elm Street Bridge | One of two unusual bridges that cross the river and associated flume. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. | 45.962930 | -86.249350 | Elm Street (New Elm Street) | Manistique River | Manistique | Schoolcraft County, Michigan | Michigan | United States | Concrete | Slab | Fixed | 0 | 5 | Concrete | T-Beam | Fixed | 0 | 4 | 0 | 0 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/manistique/little_oldmanistique01_small.jpg | https://historicbridges.org/michigan/manistique/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/manistique/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.962930,-86.249350 | ||||||||||||||
| 1155 | Elm Street Bridge | One of two unusual riveted pedestrian overpass bridges in the city. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 42.321870 | -77.653730 | Elm Street Walkway | Canisteo River | Hornell | Steuben County, New York | New York | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/elm/little_img_6042_small.jpg | https://historicbridges.org/newyork/elm/little_img_6040.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/elm/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.321870,-77.653730 | ||||||||||||||
| 1156 | Elm Tree Road Bridge | This unusual deck truss bridge was preserved for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Double-Intersection Warren deck truss, fixed. The bridge was primarily built by Unknown. | 42.262060 | -87.830690 | Elm Tree Road | Ravine | Lake Forest | Lake County, Illinois | Illinois | United States | Metal | Double-Intersection Warren | Rivet-Connected | Deck | Truss | Fixed | 7 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/elmtree/little_img_1294_small.jpg | https://historicbridges.org/illinois/elmtree/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/elmtree/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.262060,-87.830690 | |||||||||||
| 1158 | Elmore Railroad Bridge | An attractive deck truss was converted for rail-trail use. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 41.476710 | -83.298520 | Railroad (Rail-Trail) | Portage River | Elmore | Ottawa County, Ohio | Ohio | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 10 | 2 | 0 | 0 | 0 | 0 | Unknown | 5 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/elmorerr/little_pict9543_small.jpg | https://historicbridges.org/ohio/elmorerr/little_pict9543.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/elmorerr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.476710,-83.298520 | ||||||||||||||
| 1160 | Emerald Street Footbridge | This is an extremely rare and unusual continuous truss foot bridge. The technical description of the main or most noteworthy span of the bridge is a metal continuous rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. | 43.262940 | -79.849680 | Emerald Street | Railroad (Canadian National) | Hamilton | Hamilton City, Ontario | Ontario | Canada | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 0 | Continuous | 3 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/hamiltonrroverpass/little_hamiltonrroverpass0490_small.jpg | https://historicbridges.org/ontario/hamiltonrroverpass/little_hamiltonrroverpass0490.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/hamiltonrroverpass/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.262940,-79.849680 | |||||||||||||
| 1161 | Emergency Swing Dam | This globally significant structure is a unique type of dam that can be deployed and held up by this beautiful swing bridge type structure. The technical description of the main or most noteworthy span of the bridge is a 375 ft (114.3 m) metal pin-connected Baltimore through truss, movable: swing, Center Pier. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. | 46.513310 | -84.357970 | Maintenance Walkway | Sault Canal (St. Marys River) | Sault Ste. Marie | Algoma District, Ontario | Ontario | Canada | Metal | Baltimore | Pin-Connected | Through | Truss | Movable: Swing | Center Pier | 0 | 1 | 0 | 0 | 1898 | 0 | Dominion Bridge Company of Montréal, Québec | 9 | 10 | 375 | 114.3 | 375 | 114.3 | 0 | 0 | https://historicbridges.org/truss/emergencyswing/sault001_small.jpg | https://historicbridges.org/truss/emergencyswing/sault001.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/emergencyswing/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.513310,-84.357970 | |||||||||||||
| 1162 | Engle Bridge | An extremely rare example of small-scale open spandrel arch bridge construction. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 39.753720 | -79.064030 | Engles Mill Road (TR-325) | Piney Run | Rural | Somerset County, Pennsylvania | Pennsylvania | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1915 | 0 | Unknown | 6 | 6 | 50 | 15.24 | 52 | 15.85 | 12.8 | 3.9 | https://historicbridges.org/pennsylvania/engle/bkg_swpenn1288_small.jpg | https://historicbridges.org/pennsylvania/engle/swpenn073037.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/engle/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.753720,-79.064030 | |||||||||||||||
| 1163 | Erb Farm Bridge | An extremely rare example of a Queenpost truss bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Queenpost pony truss, fixed. The bridge was primarily built by Unknown. | 43.495400 | -81.696780 | Private Farm Trail | Local Creek/Drain | Rural | Huron County, Ontario | Ontario | Canada | Metal | Queenpost | Pin-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/truss/frmtruss/thumb.jpg | https://historicbridges.org/truss/frmtruss/little_pict1620.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/frmtruss/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.495400,-81.696780 | ||||||||||||||
| 1164 | Erie Canal CSX Railroad Bridge | Bridge E-167 | One of two heavilly skewed through truss bridges at this location, sitting side by side. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Unknown. | 43.170610 | -77.678770 | Railroad (CSX) | Erie Canal (New York State Barge Canal) | Rochester | Monroe County, New York | New York | United States | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 12 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/eriecanalrrsouthbridge/little_p1420520_small.jpg | https://historicbridges.org/newyork/eriecanalrrsouthbridge/little_p1420520.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/eriecanalrrsouthbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.170610,-77.678770 | |||||||||||||
| 1165 | Erie Canal Trolley Bridge | Bridge E-168 | One of two heavilly skewed through truss bridges at this location, sitting side by side. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 43.170860 | -77.679000 | Railroad (Abandoned Rochester, Lockport and Buffalo) | Erie Canal (New York State Barge Canal) | Rochester | Monroe County, New York | New York | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 11 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/eriecanalrrnorthbridge/little_p1420543_small.jpg | https://historicbridges.org/newyork/eriecanalrrnorthbridge/little_p1420543.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/eriecanalrrnorthbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.170860,-77.679000 | |||||||||||||
| 1166 | ! | Erie Railroad Bridge | An attractive and unaltered example of a pin-connected railroad truss, this bridge contributes to a historic district. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 41.432570 | -79.709460 | Railroad (Western New York and Pennsylvania) | Oil Creek | Oil City | Venango County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 2 | 0 | 0 | 1892 | 0 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/oilcityrr/little_dscf9648_small.jpg | https://historicbridges.org/pennsylvania/oilcityrr/little_dscf9648.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/oilcityrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.432570,-79.709460 | |||||||||||||
| 1167 | Erie Railroad Honeoye Creek Bridge | Bridge Number 370.58 | This plate girder is seated on stone abutments. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. | 42.970960 | -77.716200 | Railroad (Livonia, Avon and Lakeville Railroad) | Honeoye Creek | Golah | Monroe County, New York | New York | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 2 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/honeoyecreek/little_golah11_navy21_small.jpg | https://historicbridges.org/newyork/honeoyecreek/little_golah11_navy21.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/honeoyecreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.970960,-77.716200 | |||||||||||||||
| 1170 | Escanaba River Railroad Bridge | This is an impressive, massive multi-span deck truss. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 45.799580 | -87.080830 | Railroad (Canadian National) | Escanaba River | North Escanaba | Delta County, Michigan | Michigan | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 10 | 5 | Metal | Deck | Girder | Fixed | 0 | 4 | 1901 | 0 | American Bridge Company of New York, New York | 7 | 7 | 100 | 30.48 | 680 | 207.26 | 0 | 0 | https://historicbridges.org/michigan/escanabawarrendecktruss/little_escanabawarrendecktruss_1440_1_2_fused_small.jpg | https://historicbridges.org/michigan/escanabawarrendecktruss/little_escanabawarrendecktruss_1440_1_2_fused.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/escanabawarrendecktruss/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.799580,-87.080830 | ||||||||||
| 1175 | Evans Avenue Bridge | This is an attractive continuous concrete curved t-beam bridge. The technical description of the main or most noteworthy span of the bridge is a 54 ft (16.46 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Unknown. | 37.749370 | -122.397140 | Evans Avenue | Storage Area and Parking Lot | San Francisco | San Francisco County, California | California | United States | Concrete | Curved | T-Beam | Fixed | 0 | Continuous | 3 | 0 | 0 | 1947 | 0 | Unknown | 3 | 5 | 54 | 16.46 | 108 | 32.92 | 64 | 19.51 | https://historicbridges.org/california/evansavenue/little_day4_evansavenuebridge05267_small.jpg | https://historicbridges.org/california/evansavenue/little_day4_evansavenuebridge05267.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/evansavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.749370,-122.397140 | |||||||||||||||
| 1176 | Evans Bridge | This bridge displays the unusual design details of the small, but noteworthy Pennsylvania bridge builder. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania. | 40.019900 | -80.150950 | Iams Hill Road (TR-372) | 10 Mile Creek | Rural | Washington County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 1949 | Penn Bridge Company of Beaver Falls, Pennsylvania | 7 | 7 | 90 | 27.43 | 94.2 | 28.71 | 15 | 4.57 | https://historicbridges.org/pennsylvania/iamshillroad/little_iamshillroad1366_small.jpg | https://historicbridges.org/pennsylvania/iamshillroad/little_iamshillroad1366.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/iamshillroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.019900,-80.150950 | ||||||||||||||
| 1178 | Evart Railroad Bridge | This truss bridge is a noteworthy historic landmark on this lengthy rail-trail. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 43.900690 | -85.254550 | Railroad (Pere Marquette Rail-Trail) | Muskegon River | Evart | Osceola County, Michigan | Michigan | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/evart/little_evartrrbridgemuskegonr6_small.jpg | https://historicbridges.org/michigan/evart/little_evartrrbridgemuskegonr6.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/evart/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.900690,-85.254550 | ||||||||||||||
| 1179 | Eveland Bridge | Wilson's Ferry Bridge | One of the longest of its type in the nation, also an early, unusual, pre-1880 example of its type, with cast iron components. The technical description of the main or most noteworthy span of the bridge is a 164 ft (49.99 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Western Bridge Works of Fort Wayne, Indiana. | 41.242730 | -92.756500 | Fulton Avenue | Des Moines River | Rural | Mahaska County, Iowa | Iowa | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 0 | 4 | 0 | 0 | 1877 | 1903 | Western Bridge Works of Fort Wayne, Indiana | 9 | 9 | 164 | 49.99 | 647 | 197.21 | 18 | 5.49 | https://historicbridges.org/iowa/eveland/little_dscf6036_small.jpg | https://historicbridges.org/iowa/eveland/little_img_2080.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/eveland/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.242730,-92.756500 | |||||||||||||
| 1180 | Evelyn Avenue Bridge | A standard plan stringer of decent length located near the Elm Grove Stone Bridge. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 40.042870 | -80.659500 | Evelyn Avenue (WV-88) | Big Wheeling Creek | Elm Grove | Ohio County, West Virginia | West Virginia | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | 1948 | 0 | Unknown | 2 | 2 | 110 | 33.53 | 227 | 69.19 | 39.4 | 12.01 | https://historicbridges.org/wvirginia/evelyn/bkg_swpenn0583_small.jpg | https://historicbridges.org/wvirginia/evelyn/swpenn070777.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/evelyn/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.042870,-80.659500 | |||||||||||||||||
| 1181 | Everman Road Bridge | This traditionally composed pony truss is easy to visit. The technical description of the main or most noteworthy span of the bridge is a 73.8 ft (22.49 m) metal pin-connected Pratt pony truss, fixed. The bridge was primarily built by Unknown. | 42.621250 | -77.735850 | Everman Road | Canaseraga Creek | Rural | Livingston County, New York | New York | United States | Metal | Pratt | Pin-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1894 | 1953 | Unknown | 6 | 6 | 73.8 | 22.49 | 74.8 | 22.8 | 14.4 | 4.39 | https://historicbridges.org/newyork/everman/little_redoevermanroad4215_small.jpg | https://historicbridges.org/newyork/everman/little_redoevermanroad4215.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/everman/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.621250,-77.735850 | ||||||||||||||
| 1182 | ! | Ewing Avenue Bridge | 92nd Street Bridge | This is one of the oldest highway bridges on the Calumet River. The technical description of the main or most noteworthy span of the bridge is a 228 ft (69.49 m) metal rivet-connected Pratt pony truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Ketler-Elliott Company of Chicago, Illinois. The bridge was primarily designed by City of Chicago. | 41.727500 | -87.541670 | Ewing Avenue (US-41) | Calumet River | Chicago | Cook County, Illinois | Illinois | United States | Metal | Pratt | Rivet-Connected | Pony | Truss | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 1914 | 1992 | Ketler-Elliott Company of Chicago, Illinois | City of Chicago | 7 | 8 | 228 | 69.49 | 338 | 103.02 | 36 | 10.97 | https://historicbridges.org/illinois/ewing/little_p1630512_small.jpg | https://historicbridges.org/illinois/ewing/little_p1630512.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/ewing/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.727500,-87.541670 | |||||||
| 1183 | Exchange Street Bridge | An impressive, noteworthy multi-span example of an uncommon truss type. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by Owego Bridge Company of Owego, New York. | 42.093740 | -75.907830 | Exchange Street | Susquehanna River | Binghamton | Broome County, New York | New York | United States | Metal | Pennsylvania | Rivet-Connected | Through | Truss | Fixed | 12 | 2 | 0 | 0 | 1902 | 1989 | Owego Bridge Company of Owego, New York | 8 | 9 | 200 | 60.96 | 407.8 | 124.3 | 29.5 | 8.99 | https://historicbridges.org/newyork/exchange/newyork1392_small.jpg | https://historicbridges.org/newyork/exchange/newyork1365.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/exchange/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.093740,-75.907830 | ||||||||||||||
| 1184 | Exchange Street Bridge | Joseph A. Scapelliti Memorial Bridge, Bridge E-230 | One of the unusual Erie Canal vertical lift bridges. The technical description of the main or most noteworthy span of the bridge is a 99.7 ft (30.39 m) metal rivet-connected Warren (No Verticals) pony truss, movable: vertical lift. The bridge was primarily built by McMyler-Interstate Company of Cleveland, Ohio and W.S. Cooper Company of Cleveland, Ohio. | 43.176770 | -78.685680 | Exchange Street | Erie Canal (New York State Barge Canal) | Lockport | Niagara County, New York | New York | United States | Metal | Warren (No Verticals) | Rivet-Connected | Pony | Truss | Movable: Vertical Lift | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 2 | 1915 | 2001 | McMyler-Interstate Company of Cleveland, Ohio and W.S. Cooper Company of Cleveland, Ohio | 8 | 8 | 99.7 | 30.39 | 133 | 40.54 | 23.6 | 7.19 | https://historicbridges.org/truss/exchange/little_img_0037_small.jpg | https://historicbridges.org/truss/exchange/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/exchange/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.176770,-78.685680 | |||||||||
| 1185 | Fabyan Forest Preserve East Channel Bridge | This unique pedestrian footbridge has a strongly European design that is extremely rare in the United States. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Lattice through girder, fixed. The bridge was primarily built by Unknown. | 41.870200 | -88.308620 | Pedestrian Walkway | Fox River East Channel | Geneva | Kane County, Illinois | Illinois | United States | Metal | Lattice | Rivet-Connected | Through | Girder | Fixed | 0 | 4 | 0 | 0 | 0 | 0 | Unknown | 7 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/genevatruss/little_p1170437_small.jpg | https://historicbridges.org/illinois/genevatruss/little_p1170550.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/genevatruss/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.870200,-88.308620 | ||||||||||||||
| 1191 | Fair Oaks Bridge | This impressive and rare pin-connected Pennsylvania truss is preserved for non-motorized use. The technical description of the main or most noteworthy span of the bridge is a 202 ft (61.57 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Western Bridge and Construction Company of Omaha, Nebraska. | 38.636310 | -121.265130 | Bridge Street | American River | Fair Oaks | Sacramento County, California | California | United States | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 12 | 2 | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 1909 | 0 | Western Bridge and Construction Company of Omaha, Nebraska | 8 | 8 | 202 | 61.57 | 617 | 188.06 | 16 | 4.88 | https://historicbridges.org/california/fairoaksbridge/little_day3_fairoaksbridge02653_small.jpg | https://historicbridges.org/california/fairoaksbridge/little_day3_fairoaksbridge02653.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/fairoaksbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.636310,-121.265130 | ||||||||
| 1192 | Falknor Road Arch Bridge | Blankenship Park Stone Arch Bridge | A graceful stone arch span is positioned just before an abandoned truss bridge. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 40.096850 | -84.352250 | Falknor Road (Old Alignment) | Stillwater River Tributary | Rural | Miami County, Ohio | Ohio | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/falknorarch/little_pict2958_small.jpg | https://historicbridges.org/ohio/falknorarch/little_pict2958.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/falknorarch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.096850,-84.352250 | ||||||||||||||
| 1193 | Falknor Road Bridge | Blankenship Park Bridge | Bypassed in 1970, this truss bridge has been allowed to rot away despite its proximity to a park. The technical description of the main or most noteworthy span of the bridge is a 112.5 ft (34.29 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 40.096590 | -84.352940 | Falknor Road (Old Alignment) | Stillwater River | Rural | Miami County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 2 | 0 | 0 | 1899 | 0 | Unknown | 7 | 7 | 112.5 | 34.29 | 225 | 68.58 | 0 | 0 | https://historicbridges.org/ohio/falknor/little_pict2975_small.jpg | https://historicbridges.org/ohio/falknor/little_pict2975.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/falknor/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.096590,-84.352940 | |||||||||||||
| 1194 | Fallingwater Bridge | Kaufmann Residence Bridge | This bridge is an integral part of the famous Fallingwater complex. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Frank Lloyd Wright. | 39.906330 | -79.467690 | Pedestrian Walkway | Bear Run | Rural | Fayette County, Pennsylvania | Pennsylvania | United States | Concrete | Slab | Fixed | 0 | 1 | 0 | 0 | 1936 | 0 | Unknown | Frank Lloyd Wright | 4 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/fallingwater/little_fallingwater1530_small.jpg | https://historicbridges.org/pennsylvania/fallingwater/little_fallingwater1530.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/fallingwater/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.906330,-79.467690 | |||||||||||||||
| 1195 | Falls Bridge | This spectacular bridge was originally built to be a double-deck bridge, giving it a unique design and appearance. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal pin-connected Baltimore through truss, fixed. The bridge was primarily built by Filbert, Porter, and Company. The bridge was primarily designed by George S. Webster. | 40.008450 | -75.197350 | Falls Bridge Road | Schuylkill River | Philadelphia | Philadelphia County, Pennsylvania | Pennsylvania | United States | Metal | Baltimore | Pin-Connected | Through | Truss | Fixed | 16 | 3 | 0 | 0 | 1895 | 1986 | Filbert, Porter, and Company | George S. Webster | 9 | 9 | 180 | 54.86 | 566 | 172.52 | 26 | 7.92 | https://historicbridges.org/pennsylvania/falls/little_dscf1354_small.jpg | https://historicbridges.org/pennsylvania/falls/little_dscf1354.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/falls/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.008450,-75.197350 | |||||||||||||
| 1197 | Falls River Soo Line Railroad Bridge | This attractive bridge with unusual abutments has a rare continuous design and is a small example of its type. The technical description of the main or most noteworthy span of the bridge is a metal continuous (straight chords) rivet-connected Double-Intersection Warren deck truss, fixed. The bridge was primarily built by Unknown. | 46.750970 | -88.452400 | Railroad (Soo Line, Former Duluth South Shore and Atlantic) | Falls River | L'Anse | Baraga County, Michigan | Michigan | United States | Metal | Double-Intersection Warren | Rivet-Connected | Deck | Truss | Fixed | 0 | Continuous (Straight Chords) | 2 | 0 | 0 | 1916 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/fallsriverrrbridgesouth/little_fallsriverrrbridgesouth_5234_5_6_fused_small.jpg | https://historicbridges.org/michigan/fallsriverrrbridgesouth/little_fallsriverrrbridgesouth_5234_5_6_fused.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/fallsriverrrbridgesouth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.750970,-88.452400 | |||||||||||||
| 1198 | Falls River Soo Line Spur Railroad Bridge | This is a traditionally composed plate girder with the faded name of its builder painted on it. The technical description of the main or most noteworthy span of the bridge is a metal continuous deck girder, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 46.751770 | -88.452640 | Railroad (Soo Line Spur) | Falls River | L'Anse | Baraga County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | Continuous | 1 | 0 | 0 | 0 | 0 | American Bridge Company of New York, New York | 1 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/fallsriverrrbridgenorth/little_fallsriverrrbridgenorth_5278_small.jpg | https://historicbridges.org/michigan/fallsriverrrbridgenorth/little_fallsriverrrbridgenorth_5278.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/fallsriverrrbridgenorth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.751770,-88.452640 | |||||||||||||||
| 1199 | Fallston Bridge | A large and ornate bridge is located near the home town of its builder; a rare two-span Whipple truss! The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania. | 40.727620 | -80.310100 | Front Street | Beaver River | Fallston and New Brighton | Beaver County, Pennsylvania | Pennsylvania | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 13 | 2 | 0 | 0 | 1884 | 1981 | Penn Bridge Company of Beaver Falls, Pennsylvania | 8 | 9 | 200 | 60.96 | 406 | 123.75 | 18.4 | 5.61 | https://historicbridges.org/pennsylvania/fallston/little_pict9517_small.jpg | https://historicbridges.org/pennsylvania/fallston/little_pict9517.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/fallston/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.727620,-80.310100 | ||||||||||||||
| 1200 | Farabee Drive Bridge | This is an unaltered, early surviving example of a rivet-connected pony truss. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Nelson and Buchanan of Chambersburg, Pennsylvania. Special note about bridge location: This bridge appears to be on a private drive. | 40.029270 | -80.223780 | Farabee Drive | 10 Mile Creek | Rural | Washington County, Pennsylvania | Pennsylvania | United States | This bridge appears to be on a private drive. | Metal | Double-Intersection Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1904 | 0 | Nelson and Buchanan of Chambersburg, Pennsylvania | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/farabeedrive/little_farabeedrive1524_small.jpg | https://historicbridges.org/pennsylvania/farabeedrive/little_farabeedrive1524.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/farabeedrive/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.029270,-80.223780 | |||||||||||||
| 1204 | Farmington Road Bridge | Hawthorne Drive Bridge / Nankin Mills Bridge | A narrow truss bridge is buried in the woods just off the road, rewarding all who seek it. The technical description of the main or most noteworthy span of the bridge is a 59.7 ft (18.2 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 42.346400 | -83.369550 | Abandoned Farmington Road (Hawthorne Drive) | Middle River Rouge | Westland | Wayne County, Michigan | Michigan | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1950 | 1977 | Unknown | 5 | 6 | 59.7 | 18.2 | 64 | 19.51 | 10.5 | 3.2 | https://historicbridges.org/michigan/farmington/little_img_6752_small.jpg | https://historicbridges.org/michigan/farmington/little_img_6752.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/farmington/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.346400,-83.369550 | |||||||||||||
| 1205 | Farnum Avenue Railroad Overpass | One of a group of similar railroad over highway bridges in the county associated with a significant project. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by A. Guthrie and Company of St. Paul, Minnesota. | 42.493611 | -83.150833 | Railroad (CN) | Farnum Avenue | Royal Oak | Oakland County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 2 | 1930 | 0 | A. Guthrie and Company of St. Paul, Minnesota | 2 | 5 | 30 | 9.14 | 83 | 25.3 | 0 | 0 | https://historicbridges.org/michigan/oakland_farnum/little_pict2271_small.jpg | https://historicbridges.org/michigan/oakland_farnum/little_pict2271.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/oakland_farnum/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.493611,-83.150833 | |||||||||||||||||
| 1206 | Faust Street Bridge | A rare multi-span Whipple truss, this is one of the largest and most important bridges remaining from the prolific King Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 220 ft (67.06 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 29.697260 | -98.106870 | Faust Street | Guadalupe River | New Braunfels | Comal County, Texas | Texas | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 11 | 2 | 0 | 2 | 1887 | 1998 | King Bridge Company of Cleveland, Ohio | 8 | 9 | 220 | 67.06 | 640 | 195.07 | 0 | 0 | https://historicbridges.org/texas/faust/little_pict8651_small.jpg | https://historicbridges.org/texas/faust/little_pict8652.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/faust/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.697260,-98.106870 | ||||||||||||||
| 1207 | ! | Fenton Road Bridge | One of several concrete arch bridges in Flint, this bridge lost its original guardrails. The technical description of the main or most noteworthy span of the bridge is a 59.7 ft (18.2 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 43.003470 | -83.693690 | Fenton Road | Thread Creek | Flint | Genesee County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1924 | 1948 | Unknown | 2 | 3 | 59.7 | 18.2 | 66 | 20.12 | 42 | 12.8 | https://historicbridges.org/concrete/fenton/little_p1750466_small.jpg | https://historicbridges.org/concrete/fenton/little_p1750466.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/fenton/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.003470,-83.693690 | ||||||||||||||
| 1210 | Ferry Road Bridge | An intact and noteworthy representative of a historic concrete slab bridge. The technical description of the main or most noteworthy span of the bridge is a 26 ft (7.92 m) concrete slab, fixed. The bridge was primarily built by Unknown. | 42.138110 | -83.156150 | Ferry Road | Thorofare Canal | Grosse Ile | Wayne County, Michigan | Michigan | United States | Concrete | Slab | Fixed | 0 | 4 | 0 | 0 | 1947 | 0 | Unknown | 2 | 5 | 26 | 7.92 | 94.8 | 28.9 | 28 | 8.53 | https://historicbridges.org/michigan/ferry/little_dscf7865_small.jpg | https://historicbridges.org/michigan/ferry/little_dscf7865.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/ferry/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.138110,-83.156150 | |||||||||||||||||
| 1211 | Ferry Street Bridge | A rare and unusual example of a Strauss heel-trunnion bascule bridge. The technical description of the main or most noteworthy span of the bridge is a 164.7 ft (50.2 m) metal rivet-connected Pratt through truss, movable: single leaf bascule, Heel Trunnion. The bridge was primarily built by Unknown. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. | 42.915190 | -78.902120 | Ferry Street (Robert Rich Way) | Black Rock Canal | Buffalo | Erie County, New York | New York | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Movable: Single Leaf Bascule | Heel Trunnion | 0 | 1 | 0 | 1 | 1913 | 0 | Unknown | Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois | 8 | 8 | 164.7 | 50.2 | 224.7 | 68.49 | 30 | 9.14 | https://historicbridges.org/newyork/ferrystrauss/little_ferrystreet32_straussferrystreet_small.jpg | https://historicbridges.org/newyork/ferrystrauss/little_img_2938.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ferrystrauss/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.915190,-78.902120 | ||||||||||||
| 1212 | Ferry Street Bridge | This truss bridge is noted for both its truss configuration and its use of three truss lines. The technical description of the main or most noteworthy span of the bridge is a 69 ft (21.03 m) metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Unknown. | 42.254970 | -73.797770 | Ferry Street | Railroad (CSX and Amtrak) | Hudson | Columbia County, New York | New York | United States | Metal | Double-Intersection Warren | Rivet-Connected | Pony | Truss | Fixed | 10 | 1 | 0 | 0 | 1905 | 1955 | Unknown | 7 | 7 | 69 | 21.03 | 71 | 21.64 | 34.8 | 10.61 | https://historicbridges.org/newyork/hudsonstation/little_hudsonsta1_small.jpg | https://historicbridges.org/newyork/hudsonstation/little_hudsonsta1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/hudsonstation/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.254970,-73.797770 | ||||||||||||||
| 1213 | Filley Street Bridge | This bridge's two pony truss spans are of different lengths. The technical description of the main or most noteworthy span of the bridge is a 49 ft (14.94 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 43.077850 | -75.584470 | Filley Street | Sconondoa Creek | Sherrill | Oneida County, New York | New York | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 2 | 0 | 0 | 0 | 1944 | Unknown | 6 | 6 | 49 | 14.94 | 93 | 28.35 | 11.5 | 3.51 | https://historicbridges.org/newyork/filley/little_silversmiths9_small.jpg | https://historicbridges.org/newyork/filley/little_silversmiths9.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/filley/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.077850,-75.584470 | ||||||||||||||
| 1214 | Fillmore Road Bridge | This small stringer bridge is an integral part of a tiny dam. The technical description of the main or most noteworthy span of the bridge is a 11.8 ft (3.6 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 43.660020 | -86.275420 | Fillmore Road | Huftile Creek | Rural | Oceana County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | 1938 | 0 | Unknown | 1 | 2 | 11.8 | 3.6 | 25 | 7.62 | 20 | 6.1 | https://historicbridges.org/michigan/fillmore/little_fillmorerdhuftilecr16_small.jpg | https://historicbridges.org/michigan/fillmore/little_fillmorerdhuftilecr16.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/fillmore/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.660020,-86.275420 | |||||||||||||||||
| 1215 | Finesville Bridge | An attractive truss bridge is a contributing part of a tiny, intimate historical community that is truly unique. The technical description of the main or most noteworthy span of the bridge is a 102 ft (31.09 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by G. M. Rusling of Hackettstown, New Jersey. | 40.605830 | -75.170700 | Mt. Joy Road | Musconetcong River | Finesville | Hunterdon County, New Jersey and Warren County, New Jersey | New Jersey | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1890 | 1981 | G. M. Rusling of Hackettstown, New Jersey | 7 | 7 | 102 | 31.09 | 106 | 32.31 | 15.7 | 4.79 | https://historicbridges.org/newjersey/finesville/little_pict4722_small.jpg | https://historicbridges.org/newjersey/finesville/little_img_1501.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/finesville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.605830,-75.170700 | ||||||||||||||
| 1216 | Fink Deck Truss Bridge | A rare cast iron bridge, this is also one of only two surviving Fink truss bridges in the country! The technical description of the main or most noteworthy span of the bridge is a 52.5 ft (16 m) metal pin-connected Fink deck truss, fixed. The bridge was primarily built by Albert Fink. | 37.440040 | -79.165570 | Exhibit Deck | Ground (Exhibit) | Lynchburg | Lynchburg Independent City, Virginia | Virginia | United States | Metal | Fink | Pin-Connected | Deck | Truss | Fixed | 4 | 1 | 0 | 0 | 1870 | 1985 | Albert Fink | 9 | 10 | 52.5 | 16 | 52.5 | 16 | 13 | 3.96 | https://historicbridges.org/virginia/fink/little_finkdecktrussbridge_3199_small.jpg | https://historicbridges.org/virginia/fink/little_finkdecktrussbridge_3199.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/fink/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.440040,-79.165570 | ||||||||||||||
| 1217 | Fink Truss Bridge | Main Street Bridge | One of only a few in the country, this is the only Fink truss in Pennsylvania. The technical description of the main or most noteworthy span of the bridge is a 43.2 ft (13.17 m) metal pin-connected Fink deck truss, fixed. The bridge was primarily built by Unknown. | 40.167040 | -75.721320 | Scenic Overlook | None (Exhibit) | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Fink | Pin-Connected | Deck | Truss | Fixed | 4 | 1 | 0 | 0 | 1870 | 1991 | Unknown | 9 | 9 | 43.2 | 13.17 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/finktruss/little_finktruss037_small.jpg | https://historicbridges.org/pennsylvania/finktruss/little_finktruss025.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/finktruss/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.167040,-75.721320 | |||||||||||||
| 1219 | ! | Fisher Bridge | With a load-bearing girder added, this is the only truss bridge left in the county and indeed one of the only noteworthy bridges of any kind. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 46.651610 | -85.373290 | Fisher Bridge Road (CR-501) | Little Two Hearted River | Rural | Luce County, Michigan | Michigan | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1913 | 0 | Unknown | 5 | 7 | 40 | 12.19 | 42 | 12.8 | 15.7 | 4.79 | https://historicbridges.org/michigan/cr501/little_cr501littletwoheartedr5_small.jpg | https://historicbridges.org/michigan/cr501/little_cr501littletwoheartedr5.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/cr501/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.651610,-85.373290 | |||||||||||||
| 1221 | Fisher Road Birch Creek Bridge | A good example of a 1930s stringer bridge in Michigan, this structure is in remarkably good condition. The technical description of the main or most noteworthy span of the bridge is a 41.3 ft (12.59 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Meredith Construction Company. The bridge was primarily designed by Michigan State Highway Department. | 43.168770 | -82.508110 | Fisher Road | Birch Creek | Rural | St. Clair County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1931 | 0 | Meredith Construction Company | Michigan State Highway Department | 2 | 3 | 41.3 | 12.59 | 47.2 | 14.39 | 22 | 6.71 | https://historicbridges.org/concrete/fisher1/little_apr22_fisher_20220402_125832_small.jpg | https://historicbridges.org/concrete/fisher1/little_apr22_fisher_20220402_125832.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/fisher1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.168770,-82.508110 | ||||||||||||||||
| 1223 | Fisher Road Bridges | A general review of a series of tiny bridges on Fisher Road, which collectively document the structure design quite well. The technical description of the main or most noteworthy span of the bridge is a 31 ft (9.45 m) concrete slab, fixed. The bridge was primarily built by Unknown. | 43.160770 | -82.752300 | Fisher Road | Various Creeks and Drains | Rural | St. Clair County, Michigan | Michigan | United States | Concrete | Slab | Fixed | 0 | 1 | 0 | 0 | 1935 | 0 | Unknown | 1 | 3 | 31 | 9.45 | 31 | 9.45 | 25 | 7.62 | https://historicbridges.org/concrete/fisherg/FisherBKG5_small.jpg | https://historicbridges.org/concrete/fisherg/FisherG02.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/fisherg/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.160770,-82.752300 | |||||||||||||||||
| 1224 | Fisher Road Bridge | A traditional and early example of a concrete girder bridge in Michigan. The technical description of the main or most noteworthy span of the bridge is a 30.5 ft (9.3 m) concrete through girder, fixed. The bridge was primarily built by Wolverine Engineering Company of Mason, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 42.662778 | -83.916111 | Fisher Road | Osceola Drain | Rural | Livingston County, Michigan | Michigan | United States | Concrete | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1921 | 0 | Wolverine Engineering Company of Mason, Michigan | Michigan State Highway Department | 4 | 6 | 30.5 | 9.3 | 35 | 10.67 | 20.3 | 6.19 | https://historicbridges.org/michigan/fisher_livingston/little_dscf0354_small.jpg | https://historicbridges.org/michigan/fisher_livingston/little_dscf0354.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/fisher_livingston/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.662778,-83.916111 | |||||||||||||||
| 1225 | Flaugherty Run Bridge | This bridge is an uncommon example of a Warren truss bridge with no vertical members. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren (No Verticals) pony truss, fixed. The bridge was primarily built by Unknown. | 40.540250 | -80.218620 | Private Drive | Flaugherty Run | Coraopolis | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Warren (No Verticals) | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/flaughertyrun/little_p1200703_small.jpg | https://historicbridges.org/pennsylvania/flaughertyrun/little_p1200703.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/flaughertyrun/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.540250,-80.218620 | ||||||||||||||
| 1226 | Fleegle Bridge | Lenhart Road Bridge | This is a beautiful and ornate bridge with unusual designs associated with its builder. The technical description of the main or most noteworthy span of the bridge is a 93 ft (28.35 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. | 40.100070 | -78.947970 | Lenhart Road (TR-666) | Stonycreek River | Near Stoystown | Somerset County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1887 | 2002 | Groton Bridge Company of Groton, New York | 7 | 8 | 93 | 28.35 | 95 | 28.96 | 12.8 | 3.9 | https://historicbridges.org/pennsylvania/lenhart/bkg_swpenn1343_small.jpg | https://historicbridges.org/pennsylvania/lenhart/swpenn073209.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/lenhart/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.100070,-78.947970 | |||||||||||||
| 1229 | Flajole Road Bridge | One of several curved t-beam overpasses on US-10 which retain original railings. The technical description of the main or most noteworthy span of the bridge is a 58.7 ft (17.89 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Hertel-Deyo Company. The bridge was primarily designed by Michigan State Highway Department. | 43.597800 | -84.148750 | Flajole Road | US-10 | Rural | Bay County, Michigan | Michigan | United States | Concrete | Curved | T-Beam | Fixed | 0 | Continuous | 4 | 0 | 0 | 1958 | 0 | Hertel-Deyo Company | Michigan State Highway Department | 2 | 2 | 58.7 | 17.89 | 197.8 | 60.29 | 26 | 7.92 | https://historicbridges.org/michigan/us10flajole/little_p1320743_small.jpg | https://historicbridges.org/michigan/us10flajole/little_p1320743.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/us10flajole/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.597800,-84.148750 | ||||||||||||||
| 1232 | Flemingville Bridge | A classic 1930s New York through truss. The technical description of the main or most noteworthy span of the bridge is a 164.7 ft (50.2 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by New York State Department of Public Works. | 42.168070 | -76.246470 | West Creek Road | East Branch Owego Creek | Flemingville (Rural) | Tioga County, New York | New York | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1936 | 0 | Unknown | New York State Department of Public Works | 5 | 5 | 164.7 | 50.2 | 174 | 53.04 | 21.7 | 6.61 | https://historicbridges.org/newyork/flemingville/bkg_newyork526_small.jpg | https://historicbridges.org/newyork/flemingville/newyork1520.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/flemingville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.168070,-76.246470 | |||||||||||||
| 1233 | Fleming Park Bridge | A large and traditional example of mid 20th Century truss bridge construction. The technical description of the main or most noteworthy span of the bridge is a 361 ft (110.03 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Pittsburgh - Des Moines Steel Company of Pittsburgh, Pennsylvania. | 40.491320 | -80.079890 | Neville Road | Ohio River Back Channel | Neville Township | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 12 | 1 | 0 | 0 | 1955 | 1985 | Pittsburgh - Des Moines Steel Company of Pittsburgh, Pennsylvania | 4 | 4 | 361 | 110.03 | 807 | 245.97 | 50.2 | 15.3 | https://historicbridges.org/pennsylvania/nevilleisland/bkg_swpenn1066_small.jpg | https://historicbridges.org/pennsylvania/nevilleisland/swpenn072271.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/nevilleisland/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.491320,-80.079890 | ||||||||||||||
| 1234 | Flintstone Bridge | Brick | This stone and brick arch was widened with concrete making it look like a concrete arch today. The technical description of the main or most noteworthy span of the bridge is a 46 ft (14.02 m) Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 39.703090 | -78.567120 | National Pike (MD-144) | Flintstone Creek | Rural | Allegany County, Maryland | Maryland | United States | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1900 | 1925 | Unknown | 6 | 6 | 46 | 14.02 | 48 | 14.63 | 24 | 7.32 | https://historicbridges.org/maryland/oldnational_flintstone/little_p1210133_small.jpg | https://historicbridges.org/maryland/oldnational_flintstone/little_p1210133.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/oldnational_flintstone/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.703090,-78.567120 | |||||||||||||||
| 1235 | Florence Bridge | An impressive two-span structure that features decorative portal bracing design. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Oregonia Bridge Company of Lebanon, Ohio. | 39.639900 | -83.015530 | McLean Mill Road | Big Darby Creek | Rural (Fox) | Pickaway County, Ohio | Ohio | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 2 | 0 | 0 | 1912 | 1986 | Oregonia Bridge Company of Lebanon, Ohio | 7 | 7 | 125 | 38.1 | 258 | 78.64 | 17 | 5.18 | https://historicbridges.org/ohio/florence/07march0369_small.jpg | https://historicbridges.org/ohio/florence/07march0369.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/florence/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.639900,-83.015530 | ||||||||||||||
| 1236 | Flushing Bridge | This arch bridge is a centerpiece for Flushing had its deck and sidewalks replaced but has otherwise been preserved. The technical description of the main or most noteworthy span of the bridge is a 66 ft (20.12 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by L. Smith, H. A. and M. C. Nichols of Hastings, Michigan. | 43.062960 | -83.856820 | Main Street | Flint River | Flushing | Genesee County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1922 | 1998 | L. Smith, H. A. and M. C. Nichols of Hastings, Michigan | 3 | 6 | 66 | 20.12 | 184 | 56.08 | 24 | 7.32 | https://historicbridges.org/michigan/flushing/little_dscf9559_small.jpg | https://historicbridges.org/michigan/flushing/little_p1750517.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/flushing/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.062960,-83.856820 | |||||||||||||||
| 1238 | Folsom Truss Bridge | Walker Bridge / Donald W. Alden Memorial Bridge | This extremely impressive and iconic historic bridge was returned to its original location after 70 years! The technical description of the main or most noteworthy span of the bridge is a 330 ft (100.58 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by San Francisco Bridge Company of San Francisco, California. | 38.682440 | -121.175220 | American River Bike Trail | American River | Folsom | Sacramento County, California | California | United States | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 14 | 1 | 0 | 0 | 1893 | 2000 | San Francisco Bridge Company of San Francisco, California | 8 | 9 | 330 | 100.58 | 330 | 100.58 | 18 | 5.49 | https://historicbridges.org/california/folsomtrussbridge/little_day3_folsomtrussbridge02914_small.jpg | https://historicbridges.org/california/folsomtrussbridge/little_day3_folsomtrussbridge02914.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/folsomtrussbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.682440,-121.175220 | |||||||||||||
| 1239 | Folsom Powerhouse Bridge | This bridge is one of several concrete bridges in the area associated with Drury D. Butler. The technical description of the main or most noteworthy span of the bridge is a concrete t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Drury D. Butler. | 38.679300 | -121.176320 | American River Bike Trail (Old Greenback Lane Alignment) | PGE Powerhouse Canal | Folsom | Sacramento County, California | California | United States | Concrete | T-Beam | Fixed | 0 | 1 | 0 | 0 | 1916 | 0 | Unknown | Drury D. Butler | 4 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/california/folsompowerhousebridge/little_day3_folsompowerhousebridge02727_small.jpg | https://historicbridges.org/california/folsompowerhousebridge/little_day3_folsompowerhousebridge02727.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/folsompowerhousebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.679300,-121.176320 | ||||||||||||||||
| 1240 | Fond Du Lac Railroad Bridge | An increasingly rare example of a lattice truss bridge. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Lattice (Quadruple Warren) through truss, fixed. The bridge was primarily built by Unknown. | 43.790850 | -88.456240 | Railroad (Abandoned Chicago and NorthWestern) | Fond du Lac River | Fond Du Lac | Fond Du Lac County, Wisconsin | Wisconsin | United States | Metal | Lattice (Quadruple Warren) | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1902 | 0 | Unknown | 7 | 7 | 120 | 36.58 | 120 | 36.58 | 0 | 0 | https://historicbridges.org/wisconsin/cnwfonddulac/little_addfonddulacrr_4378_small.jpg | https://historicbridges.org/wisconsin/cnwfonddulac/little_addfonddulacrr_4378.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/cnwfonddulac/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.790850,-88.456240 | ||||||||||||||
| 1241 | Foos Road Bridge | TR-437 Bridge | An attractive warren pony truss, one of a decreasing number of this type in the area. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Brookville Bridge Company of Brookville, Ohio. | 39.865290 | -84.638300 | Foos Road (TR-437) | Prices Creek | Rural | Preble County, Ohio | Ohio | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1931 | 0 | Brookville Bridge Company of Brookville, Ohio | 5 | 5 | 65 | 19.81 | 75 | 22.86 | 20 | 6.1 | https://historicbridges.org/ohio/foos/little_pict2811_small.jpg | https://historicbridges.org/ohio/foos/little_pict2811.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/foos/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.865290,-84.638300 | |||||||||||||
| 1244 | Forest Avenue Bridge | Iowa Bridge Number 87340 | A beautiful two-span example of a standard plan Iowa pony truss. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 42.594670 | -92.927380 | Forest Avenue | Beaver Creek | Rural | Butler County, Iowa | Iowa | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 9 | 2 | 0 | 0 | 1922 | 0 | Unknown | 5 | 6 | 90 | 27.43 | 185 | 56.39 | 17.1 | 5.21 | https://historicbridges.org/iowa/forest/little_img_1901_small.jpg | https://historicbridges.org/iowa/forest/little_dscf6002.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/forest/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.594670,-92.927380 | |||||||||||||
| 1245 | Forest Highway 13 Bridge | A remarkably unaltered and relatively early example of a curved t-beam in Michigan. The technical description of the main or most noteworthy span of the bridge is a 33.8 ft (10.3 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Alpine Excavating Company of St. Ignace, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 45.989270 | -86.679900 | Forest Highway 13 | Sturgeon River | Rural | Delta County, Michigan | Michigan | United States | Concrete | Curved | T-Beam | Fixed | 0 | Continuous | 3 | 0 | 0 | 1941 | 0 | Alpine Excavating Company of St. Ignace, Michigan | Michigan State Highway Department | 2 | 4 | 33.8 | 10.3 | 105 | 32 | 29 | 8.84 | https://historicbridges.org/michigan/ffh13/little_nahmawetmoreroadcrh13ffr13_0035_small.jpg | https://historicbridges.org/michigan/ffh13/little_nahmawetmoreroadcrh13ffr13_0035.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/ffh13/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.989270,-86.679900 | ||||||||||||||
| 1246 | Forest Home Drive Bridge #1 | Featuring uncommon truss design, this bridge raises some interesting questions. The technical description of the main or most noteworthy span of the bridge is a 115.8 ft (35.3 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. | 42.451280 | -76.466490 | Forest Home Road | Fall Creek | Forest Home | Tompkins County, New York | New York | United States | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 0 | 1 | 0 | 0 | 1909 | 1975 | Groton Bridge Company of Groton, New York | 8 | 6 | 115.8 | 35.3 | 118.8 | 36.21 | 15 | 4.57 | https://historicbridges.org/newyork/foresthome1/bkg_newyork676_small.jpg | https://historicbridges.org/newyork/foresthome1/newyork2028.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/foresthome1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.451280,-76.466490 | ||||||||||||||
| 1247 | Forest Home Drive Bridge #2 | This pony truss features an attractive plaque and railings and is in a scenic setting near Cornell University. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. | 42.453130 | -76.470550 | Forest Home Road | Fall Creek | Forest Home | Tompkins County, New York | New York | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1904 | 1996 | Groton Bridge Company of Groton, New York | 5 | 5 | 72 | 21.95 | 75.8 | 23.1 | 14 | 4.27 | https://historicbridges.org/newyork/foresthome2/bkg_newyork682_small.jpg | https://historicbridges.org/newyork/foresthome2/newyork2046.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/foresthome2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.453130,-76.470550 | ||||||||||||||
| 1249 | Forestville Road Bridge | HD Road Bridge | As a small deck truss, this is a rare structure; features damaged lattice guardrails. The technical description of the main or most noteworthy span of the bridge is a 94.8 ft (28.9 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 46.573740 | -87.469560 | Forestville Road (HD Road) | Dead River | Rural | Marquette County, Michigan | Michigan | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 1 | 1935 | 0 | Unknown | 5 | 7 | 94.8 | 28.9 | 138.8 | 42.31 | 15.7 | 4.79 | https://historicbridges.org/truss/forestville/little_hdforestvilleroad_5958_small.jpg | https://historicbridges.org/truss/forestville/little_hdforestvilleroad_5961.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/forestville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.573740,-87.469560 | |||||||||
| 1252 | ! | Fort Atkinson Bridge | Iowa Bridge Number 346320 | Built by a local bridge company, this is a beautiful, well-decorated example of its kind. The technical description of the main or most noteworthy span of the bridge is a 132 ft (40.23 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by D. H. Young of Manchester, Iowa. | 43.153240 | -91.928560 | 150th Street | Turkey River | Rural | Winneshiek County, Iowa | Iowa | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 1892 | 0 | D. H. Young of Manchester, Iowa | 7 | 7 | 132 | 40.23 | 183 | 55.78 | 16.1 | 4.91 | https://historicbridges.org/iowa/fortatkinson/little_dscf5995_small.jpg | https://historicbridges.org/iowa/fortatkinson/little_dscf5995.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/fortatkinson/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.153240,-91.928560 | |||||||||
| 1253 | Fort Dodge Railroad Bridge | Chicago Great Western Railroad Viaduct | This is the second largest bridge in Iowa and is also a rare example of its type. The technical description of the main or most noteworthy span of the bridge is a 219 ft (66.75 m) metal pin-connected Baltimore deck truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 42.491530 | -94.184070 | Railroad (Union Pacific) | Des Moines River and Other Features | Rural | Webster County, Iowa | Iowa | United States | Metal | Baltimore | Pin-Connected | Deck | Truss | Fixed | 14 | 4 | Metal | Deck | Girder | Fixed | 0 | 0 | 1902 | 0 | American Bridge Company of New York, New York | 8 | 8 | 219 | 66.75 | 2719 | 828.75 | 0 | 0 | https://historicbridges.org/iowa/fortdodge/little_dscf6039_small.jpg | https://historicbridges.org/iowa/fortdodge/little_dscf6039.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/fortdodge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.491530,-94.184070 | |||||||||
| 1256 | Fort Pitt Bridge | This is the larger of two nearly identical bridges leading to the Point and downtown Pittsburgh. The technical description of the main or most noteworthy span of the bridge is a 750 ft (228.6 m) metal tied Solid Ribbed through arch, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Richardson, Gordon, and Associates of Pittsburgh, Pennsylvania (George S. Richardson). | 40.438950 | -80.011200 | I-279 and I-376 | Monongahela River | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Solid Ribbed | Tied | Through | Arch | Fixed | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 4 | 1959 | 2003 | American Bridge Company of New York, New York | Richardson, Gordon, and Associates of Pittsburgh, Pennsylvania (George S. Richardson) | 5 | 6 | 750 | 228.6 | 1207 | 367.89 | 51.8 | 15.79 | https://historicbridges.org/pennsylvania/fortpitt/little_p1230148_small.jpg | https://historicbridges.org/pennsylvania/fortpitt/little_p1230148.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/fortpitt/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.438950,-80.011200 | |||||||||
| 1257 | Fort Ritner Bridge | Lawrence County Bridge 52 | The relatively large bridge is an important example of work by a noteworthy in-state bridge builder. The technical description of the main or most noteworthy span of the bridge is a 169.3 ft (51.6 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Lafayette Bridge Company of Lafayette, Indiana. | 38.760460 | -86.282540 | CR-29 (Road L7S10E) | East Fork White River | Rural | Lawrence County, Indiana and Washington County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 10 | 2 | 0 | 0 | 1895 | 1903 | Lafayette Bridge Company of Lafayette, Indiana | 7 | 8 | 169.3 | 51.6 | 353.7 | 107.81 | 15.7 | 4.79 | https://historicbridges.org/indiana/fortritner/little_dscf6951_small.jpg | https://historicbridges.org/indiana/fortritner/little_dscf6951.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/fortritner/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.760460,-86.282540 | |||||||||||||
| 1258 | Fort Road Bridge | MN-5 Bridge | This is a large continuous high level deck plate girder. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal continuous Variable Depth deck girder, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Sverdrup and Parcel of St. Louis, Missouri. | 44.894220 | -93.181670 | MN-5 (Fort Road, 7th Street) | Mississippi River | St. Paul | Hennepin County, Minnesota and Ramsey County, Minnesota | Minnesota | United States | Metal | Variable Depth | Deck | Girder | Fixed | 0 | Continuous | 7 | 0 | 0 | 1961 | 1986 | American Bridge Company of New York, New York | Sverdrup and Parcel of St. Louis, Missouri | 2 | 2 | 300 | 91.44 | 1198.5 | 365.3 | 58 | 17.68 | https://historicbridges.org/minnesota/mn5/little_mn51106_small.jpg | https://historicbridges.org/minnesota/mn5/little_mn51106.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/mn5/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.894220,-93.181670 | ||||||||||||
| 1259 | Fort Seneca Bridge | This bridge is in decent shape but should be restored to ensure it can continue to be a functional historic crossing. The technical description of the main or most noteworthy span of the bridge is a 198.2 ft (60.41 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 41.206940 | -83.164250 | Fry Road | Sandusky River | Fort Seneca | Seneca County, Ohio | Ohio | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1914 | 1984 | Unknown | 7 | 7 | 198.2 | 60.41 | 204 | 62.18 | 15.7 | 4.79 | https://historicbridges.org/ohio/fortseneca/bkg_cleveland236_small.jpg | https://historicbridges.org/ohio/fortseneca/cleveland0507.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/fortseneca/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.206940,-83.164250 | ||||||||||||||
| 1265 | Fort Wayne Railroad Bridge | This is the signature railroad span of the Allegheny River in Pittsburgh. The technical description of the main or most noteworthy span of the bridge is a 319 ft (97.23 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 40.448130 | -79.996070 | Railroad (Norfolk Southern) | Allegheny River | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 14 | 1 | 0 | 4 | 1904 | 1918 | American Bridge Company of New York, New York | 8 | 8 | 319 | 97.23 | 985 | 300.23 | 0 | 0 | https://historicbridges.org/pennsylvania/fortwayne/little_p1220613_small.jpg | https://historicbridges.org/pennsylvania/fortwayne/little_p1220613.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/fortwayne/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.448130,-79.996070 | ||||||||||||||
| 1266 | Foster City Road Arch Bridge | A sorry looking sight today, this is a narrow concrete arch that was widened with pre-stessed box beams added to each side. The technical description of the main or most noteworthy span of the bridge is a 41 ft (12.5 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 45.909570 | -87.756900 | Foster City Road (CR-569) | Sturgeon River | Rural | Dickinson County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 0 | 1959 | Unknown | 1 | 2 | 41 | 12.5 | 86 | 26.21 | 30 | 9.14 | https://historicbridges.org/michigan/fostercityroadcrg69arch/little_fostercityroadcrg69arch_1309_small.jpg | https://historicbridges.org/michigan/fostercityroadcrg69arch/little_fostercityroadcrg69arch_1309.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/fostercityroadcrg69arch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.909570,-87.756900 | |||||||||||||||
| 1267 | Foster City Road Camelback Bridge | This bridge is one of the best remaining examples of a concrete camelback bridge in Michigan. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) concrete 75 Foot Plan curved chord through girder, fixed. The bridge was primarily built by David Graham of Minnesota. The bridge was primarily designed by Michigan State Highway Department. | 45.877100 | -87.752780 | Foster City Road (CR-569) | Sturgeon River | Rural | Dickinson County, Michigan | Michigan | United States | Concrete | 75 Foot Plan | Curved Chord Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1923 | 0 | David Graham of Minnesota | Michigan State Highway Department | 7 | 7 | 72 | 21.95 | 75 | 22.86 | 22 | 6.71 | https://historicbridges.org/michigan/fostercityroadcrg69girder/little_fostercityroadcrg69girder_1295_small.jpg | https://historicbridges.org/michigan/fostercityroadcrg69girder/little_fostercityroadcrg69girder_1295.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/fostercityroadcrg69girder/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.877100,-87.752780 | ||||||||||||||
| 1268 | Foster Park Footbridge | This unusual suspension foot bridge is noted for its retention of original riveted stiffening truss. The technical description of the main or most noteworthy span of the bridge is a metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by Unknown. | 41.047260 | -85.166380 | Pedestrian Walkway | St. Marys River | Fort Wayne | Allen County, Indiana | Indiana | United States | Metal | Pony Truss Stiffening | Wire Cable | Suspension | Fixed | 0 | 1 | 0 | 0 | 1920 | 0 | Unknown | 7 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/indiana/fosterparkfootbridge/little_fosterparkfootbridge1664_small.jpg | https://historicbridges.org/indiana/fosterparkfootbridge/little_fosterparkfootbridge1664.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/fosterparkfootbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.047260,-85.166380 | |||||||||||||||
| 1269 | Fostoria Country Club Bridge | This bridge is a model for any golf course with a creek or river in it to follow. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 41.145780 | -83.431980 | Fostoria Country Club Pathway | Sycamore Creek | Fostoria | Hancock County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 0 | Wrought Iron Bridge Company of Canton, Ohio | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/fostoriacountryclub/little_img_6961_small.jpg | https://historicbridges.org/ohio/fostoriacountryclub/little_img_6961.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/fostoriacountryclub/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.145780,-83.431980 | ||||||||||||||
| 1270 | Fourpoints Bridge | An incredible, textbook example of an early Wrought Iron Bridge Company bridge. The technical description of the main or most noteworthy span of the bridge is a 103 ft (31.39 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 39.671570 | -77.300460 | Keysville Road | Toms Creek | Rural | Frederick County, Maryland | Maryland | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1876 | 1997 | Wrought Iron Bridge Company of Canton, Ohio | 8 | 9 | 103 | 31.39 | 103 | 31.39 | 12.8 | 3.9 | https://historicbridges.org/maryland/keysville/little_pict3970_small.jpg | https://historicbridges.org/maryland/keysville/little_img_1378.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/keysville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.671570,-77.300460 | ||||||||||||||
| 1272 | Fox River Aqueduct | Although it no longer carries water, this is an impressive and large example of a metal aqueduct. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. | 41.352330 | -88.828280 | Illinois and Michigan Canal (Abandoned Dry Section) | Fox River | Ottawa | La Salle County, Illinois | Illinois | United States | Metal | Through | Girder | Fixed | 0 | 8 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/foxaqueduct/little_tw053931_small.jpg | https://historicbridges.org/illinois/foxaqueduct/little_tw053931.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/foxaqueduct/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.352330,-88.828280 | ||||||||||||||||
| 1273 | Fox River Railroad Bridge | This is a good representative example of a small through plate girder. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. | 46.344460 | -85.950330 | Railroad (Canadian National) | Fox River | Seney | Schoolcraft County, Michigan | Michigan | United States | Metal | Through | Girder | Fixed | 0 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 0 | 0 | 0 | Unknown | 1 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/railroadfoxrr/little_2011august003_small.jpg | https://historicbridges.org/michigan/railroadfoxrr/little_2011august003.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/railroadfoxrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.344460,-85.950330 | |||||||||||||
| 1274 | Fox Road Bridge | This unusual queenspost-like bridge has only been spared demolition because it is on an abandoned section of road. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Queenpost pony truss, fixed. The bridge was primarily built by Unknown. | 43.287430 | -82.849020 | Fox Road | Elk Creek | Rural | Sanilac County, Michigan | Michigan | United States | Metal | Queenpost | Rivet-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/truss/fox/little_pict5496_small.jpg | https://historicbridges.org/truss/fox/little_pict5496.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/fox/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.287430,-82.849020 | ||||||||||||||
| 1275 | Francisco Avenue Bridge | A typical example of a 1960s Sag Channel truss bridge which represents the end of the rivet era in bridge construction. The technical description of the main or most noteworthy span of the bridge is a 252 ft (76.81 m) metal bolt-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Alfred Benesch and Associates of Chicago, Illinois. | 41.652070 | -87.692010 | Francisco Avenue | Calumet Sag Channel | Blue Island | Cook County, Illinois | Illinois | United States | Metal | Polygonal Warren | Bolt-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 1969 | 0 | Unknown | Alfred Benesch and Associates of Chicago, Illinois | 4 | 3 | 252 | 76.81 | 364 | 110.95 | 28 | 8.53 | https://historicbridges.org/illinois/francisco/little_p1180968_small.jpg | https://historicbridges.org/illinois/francisco/little_p1180968.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/francisco/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.652070,-87.692010 | ||||||||||
| 1278 | Franklin Street Bridge | This graceful arch bridge is the main bridge in Titusville and has an interesting connection with a county engineer. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal tied Solid Ribbed through arch, fixed. The bridge was primarily built by Tonawanda Engineering Corporation. The bridge was primarily designed by Karl A. Miller. | 41.622660 | -79.673240 | Franklin Street (PA-8) | Oil Creek | Titusville | Crawford County, Pennsylvania | Pennsylvania | United States | Metal | Solid Ribbed | Tied | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1939 | 1981 | Tonawanda Engineering Corporation | Karl A. Miller | 7 | 7 | 180 | 54.86 | 185 | 56.39 | 30.5 | 9.3 | https://historicbridges.org/other/tfranklin/little_dscf9900_small.jpg | https://historicbridges.org/other/tfranklin/little_dscf9899.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/tfranklin/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.622660,-79.673240 | |||||||||||||
| 1280 | Franklin Street Bridge | LaPorte County Bridge 505 | This significant Sherzer rolling lift is the only remaining historic highway bascule bridge in the entire state of Indiana. The technical description of the main or most noteworthy span of the bridge is a 181.8 ft (55.41 m) metal Variable Depth deck girder, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Roberts Supply Company of Lima, Ohio. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. | 41.723333 | -86.905000 | Franklin Street | Trail Creek | Michigan City | La Porte County, Indiana | Indiana | United States | Metal | Variable Depth | Deck | Girder | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | 0 | 0 | 1932 | 1998 | Roberts Supply Company of Lima, Ohio | Scherzer Rolling Lift Bridge Company of Chicago, Illinois | 6 | 8 | 181.8 | 55.41 | 213 | 64.92 | 35.8 | 10.91 | https://historicbridges.org/indiana/franklin/little_dscf2663_small.jpg | https://historicbridges.org/indiana/franklin/little_dscf2672.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/franklin/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.723333,-86.905000 | ||||||||||||
| 1281 | Franks Lane Bridge | This unusual wooden bridge is a rare example of a kingpost pony truss. The technical description of the main or most noteworthy span of the bridge is a wood Kingpost pony truss, fixed. The bridge was primarily built by Unknown. | 42.981300 | -81.374100 | Franks Lane | Railroad (Canadian National) | London | Middlesex County, Ontario | Ontario | Canada | Wood | Kingpost | Pony | Truss | Fixed | 2 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 4 | 0 | 0 | Unknown | 5 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/frankslane/little_photos06_small.jpg | https://historicbridges.org/ontario/frankslane/little_photos06.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/frankslane/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.981300,-81.374100 | ||||||||||||
| 1282 | Jefferson Street Bridge | Old Stone Bridge | One of the only remaining examples of a highway stone arch bridge in northern Indiana. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Henry Cripe. | 41.583690 | -85.837270 | Jefferson Street | Millrace Canal (Goshen Hydraulic Canal) | Goshen | Elkhart County, Indiana | Indiana | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1905 | 0 | Henry Cripe | 5 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/indiana/jeffersonarch/little_dscf6605_small.jpg | https://historicbridges.org/indiana/jeffersonarch/little_dscf6605.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/jeffersonarch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.583690,-85.837270 | ||||||||||||||
| 1283 | Franklin Avenue Bridge | F. W. Cappelen Memorial Bridge | Despite severe alteration to its design and appearance, this bridge remains noteworthy for its span length and Melan style reinforcing. The technical description of the main or most noteworthy span of the bridge is a 400 ft (121.92 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Minneapolis Steel and Machinery Company of Minneapolis, Minnesota. The bridge was primarily designed by Frederick William Cappelen. | 44.963780 | -93.222930 | Franklin Avenue | Mississippi River | Minneapolis | Hennepin County, Minnesota | Minnesota | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 5 | 0 | 2 | 1923 | 1973 | Minneapolis Steel and Machinery Company of Minneapolis, Minnesota | Frederick William Cappelen | 6 | 8 | 400 | 121.92 | 1054.5 | 321.41 | 50 | 15.24 | https://historicbridges.org/minnesota/franklinave/little_franklinave0921_small.jpg | https://historicbridges.org/minnesota/franklinave/little_franklinave0921.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/franklinave/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.963780,-93.222930 | |||||||||||||
| 1285 | Franklin Street Bridge | Franklin-Orleans Bridge | Featuring ornate railings, this bridge is among the older examples of this style of bascule bridge. The technical description of the main or most noteworthy span of the bridge is a 252 ft (76.81 m) metal rivet-connected Pratt pony truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Ketler-Elliott Company of Chicago, Illinois. The bridge was primarily designed by City of Chicago. | 41.887500 | -87.635833 | Franklin Street (Orleans Street) | Chicago River | Chicago | Cook County, Illinois | Illinois | United States | Metal | Pratt | Rivet-Connected | Pony | Truss | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 5 | 1920 | 2002 | Ketler-Elliott Company of Chicago, Illinois | City of Chicago | 7 | 7 | 252 | 76.81 | 320 | 97.54 | 38 | 11.58 | https://historicbridges.org/truss/franklin/little_dscf3521_small.jpg | https://historicbridges.org/truss/franklin/little_dscf3521.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/franklin/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.887500,-87.635833 | ||||||||
| 1286 | Frasers Bridge | One of the smaller stone arch bridges in the county. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) stone Segmental deck arch, fixed. The bridge was primarily built by George Stine. The bridge was primarily designed by Nathan R. Rambo. | 40.072870 | -75.813180 | Manor Road (PA-82) | Indian Run | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1910 | 0 | George Stine | Nathan R. Rambo | 6 | 6 | 20 | 6.1 | 42 | 12.8 | 20 | 6.1 | https://historicbridges.org/pennsylvania/chester235frasers/little_bridge2355_small.jpg | https://historicbridges.org/pennsylvania/chester235frasers/little_bridge2355.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester235frasers/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.072870,-75.813180 | ||||||||||||||
| 1289 | Old Fred Moore Highway Bridge | An attractive and very unusual design in Michigan, this bridge now serves a bike path, with modern guardrails ruining the originals. The technical description of the main or most noteworthy span of the bridge is a concrete deck girder, fixed. The bridge was primarily built by Unknown. | 42.817050 | -82.510790 | Fred Moore Highway (Old Alignment) | Pine River | St. Clair | St. Clair County, Michigan | Michigan | United States | Concrete | Deck | Girder | Fixed | 0 | 3 | 0 | 0 | 0 | 0 | Unknown | 5 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/concrete/fred/IMG_0021_small.jpg | https://historicbridges.org/concrete/fred/IMG_0021.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/fred/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.817050,-82.510790 | ||||||||||||||||
| 1290 | Fredericktown Bridge | Culbertson's Mill Bridge | One of two remaining Penn Bridge Company of Beaver Falls, Pennsylvania truss bridges in Columbiana County. The technical description of the main or most noteworthy span of the bridge is a 116 ft (35.36 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania. | 40.714890 | -80.544270 | Midland Fredericktown Road (TR-1038) | North Fork Little Beaver Creek | Fredericktown | Columbiana County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1893 | 2004 | Penn Bridge Company of Beaver Falls, Pennsylvania | 7 | 7 | 116 | 35.36 | 119 | 36.27 | 12 | 3.66 | https://historicbridges.org/ohio/fredericktown/little_pict0539_small.jpg | https://historicbridges.org/ohio/fredericktown/little_pict0539.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/fredericktown/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.714890,-80.544270 | |||||||||||||
| 1293 | Freeport Avenue Coldwater River Bridge | This superelevated bridge is the largest of three stringer bridges on Freeport Avenue with unusual railings. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal stringer (multi-beam), fixed. The bridge was primarily built by E. J. Vander Veen. | 42.771270 | -85.323260 | Freeport Avenue | Coldwater River | Rural | Kent County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1948 | 0 | E. J. Vander Veen | 2 | 3 | 40 | 12.19 | 42 | 12.8 | 28 | 8.53 | https://historicbridges.org/michigan/freeport/little_freeportavcoldwaterr13_small.jpg | https://historicbridges.org/michigan/freeport/little_freeportavcoldwaterr13.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/freeport/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.771270,-85.323260 | |||||||||||||||||
| 1294 | Freeport Avenue Duck Creek Bridge | One of three similar bridges with unusual railings on this road. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) metal stringer (multi-beam), fixed. The bridge was primarily built by E. J. Vander Veen. | 42.781140 | -85.319670 | Freeport Avenue | Duck Creek | Rural | Kent County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1948 | 0 | E. J. Vander Veen | 1 | 1 | 30 | 9.14 | 31.8 | 9.69 | 28 | 8.53 | https://historicbridges.org/michigan/freeport2/little_freeportavduckcr8_small.jpg | https://historicbridges.org/michigan/freeport2/little_freeportavduckcr8.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/freeport2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.781140,-85.319670 | |||||||||||||||||
| 1295 | Freeport Avenue Walton Drain Bridge | One of three similar bridges with unusual railings on this road, this bridge also has a jack-arch deck. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.788060 | -85.319800 | Freeport Avenue | Walton Drain | Rural | Kent County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 1 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/freeport3/little_freeportavwaltondr27_small.jpg | https://historicbridges.org/michigan/freeport3/little_freeportavwaltondr27.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/freeport3/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.788060,-85.319800 | |||||||||||||||||
| 1296 | Freeport Bridge | King Street East Bridge | A long and beautifully restored multi-span rainbow arch bridge. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Campbell and Lattimore of Toronto, Ontario. | 43.421910 | -80.410360 | King Street East | Grand River | Kitchener | Waterloo Region, Ontario | Ontario | Canada | Concrete | Rainbow | Through | Arch | Fixed | 0 | 7 | 0 | 0 | 1926 | 2003 | Campbell and Lattimore of Toronto, Ontario | 9 | 9 | 72 | 21.95 | 525 | 160.02 | 36 | 10.97 | https://historicbridges.org/concrete/freeport/little_p1550618_small.jpg | https://historicbridges.org/concrete/freeport/little_p1550618.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/freeport/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.421910,-80.410360 | ||||||||||||||
| 1297 | Freeport Bridge | This heel-trunnion bascule bridge has towers that were designed to also function as substantial approach spans. The technical description of the main or most noteworthy span of the bridge is a 226 ft (68.88 m) metal rivet-connected Pratt through truss, movable: double leaf bascule, Heel Trunnion. The bridge was primarily built by C. J. Nystedt. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. | 38.455700 | -121.502010 | Freeport Bridge Road | Sacramento River | Sacramento | Sacramento County, California and Yolo County, California | California | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Movable: Double Leaf Bascule | Heel Trunnion | 0 | 3 | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 10 | 2 | 1929 | 1955 | C. J. Nystedt | Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois | 7 | 7 | 226 | 68.88 | 652.6 | 198.91 | 21 | 6.4 | https://historicbridges.org/california/freeportbridge/little_day3_freeportbridge03025_small.jpg | https://historicbridges.org/california/freeportbridge/little_day3_freeportbridge03025.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/freeportbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.455700,-121.502010 | ||||||
| 1299 | Freeport Railway Bridge | An extremely long example of Ontario plate girder construction. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 43.421920 | -80.409790 | Railroad | Grand River | Kitchener | Waterloo Region, Ontario | Ontario | Canada | Metal | Through | Girder | Fixed | 0 | 8 | 0 | 0 | 0 | 0 | Unknown | 2 | 4 | 70 | 21.34 | 570 | 173.74 | 0 | 0 | https://historicbridges.org/other/freeportrr/freeportrr1_small.jpg | https://historicbridges.org/other/freeportrr/freeportrr1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/freeportrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.421920,-80.409790 | ||||||||||||||||
| 1300 | Freeport Road Barge Basin Bridge | A representative example of a bridge type that was built with frequency in Pennsylvania. The technical description of the main or most noteworthy span of the bridge is a 82 ft (24.99 m) metal through girder, fixed. The bridge was primarily built by Fort Pitt Bridge Works of Pittsburgh, Pennsylvania. | 40.532460 | -79.847090 | Freeport Road | Barge Basin | Near Oakmont | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1928 | 0 | Fort Pitt Bridge Works of Pittsburgh, Pennsylvania | 3 | 3 | 82 | 24.99 | 84 | 25.6 | 38 | 11.58 | https://historicbridges.org/pennsylvania/freeportroad/bkg_swpenn0639_small.jpg | https://historicbridges.org/pennsylvania/freeportroad/swpenn070958.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/freeportroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.532460,-79.847090 | ||||||||||||||||
| 1301 | Freese Road Bridge | Varna Bridge | This truss bridge is one of two pin-connected pony truss bridges in the county with an extremely rare continuous configuration. The technical description of the main or most noteworthy span of the bridge is a 79.7 ft (24.29 m) metal continuous pin-connected Pratt pony truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. | 42.456930 | -76.438520 | Freese Road | Fall Creek | Varna | Tompkins County, New York | New York | United States | Metal | Pratt | Pin-Connected | Pony | Truss | Fixed | 6 | Continuous | 2 | 0 | 0 | 1882 | 1952 | Groton Bridge Company of Groton, New York | 8 | 8 | 79.7 | 24.29 | 165.7 | 50.51 | 12.8 | 3.9 | https://historicbridges.org/newyork/freese/bkg_newyork670_small.jpg | https://historicbridges.org/newyork/freese/newyork2006.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/freese/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.456930,-76.438520 | ||||||||||||
| 1303 | French Creek Railroad Bridge | This bridge has a variety of span lengths and construction dates. The technical description of the main or most noteworthy span of the bridge is a 108.5 ft (33.07 m) metal deck girder, fixed. The bridge was primarily built by Unknown. | 40.134360 | -75.526460 | Railroad (Pennsylvania Railroad) | French Creek | Phoenixville | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Deck | Girder | Fixed | 0 | 15 | Metal | Through | Girder | Fixed | 0 | 1 | 1914 | 1923 | Unknown | 5 | 4 | 108.5 | 33.07 | 1027 | 313.03 | 0 | 0 | https://historicbridges.org/pennsylvania/phoenixvillefrenchcreektrestleprr/little_frenchcreektrestle013_small.jpg | https://historicbridges.org/pennsylvania/phoenixvillefrenchcreektrestleprr/little_frenchcreektrestle013.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/phoenixvillefrenchcreektrestleprr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.134360,-75.526460 | ||||||||||||
| 1304 | French Creek Railroad Bridge | This railroad arch bridge has attractive aesthetic details. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 40.136130 | -75.511070 | Railroad (Norfolk Southern) | French Creek | Phoenixville | Chester County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 0 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/phoenixvillereadingrroverfrenchcreek/little_readingrroverfrenchcreek004_small.jpg | https://historicbridges.org/pennsylvania/phoenixvillereadingrroverfrenchcreek/little_readingrroverfrenchcreek004.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/phoenixvillereadingrroverfrenchcreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.136130,-75.511070 | |||||||||||||||
| 1305 | French Creek Road Bridge | This bridge stands out among the several rural highway plate girder bridges in the county for its two span configuration. The technical description of the main or most noteworthy span of the bridge is a 51.8 ft (15.79 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 40.151590 | -75.601710 | French Creek Road | French Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 2 | 0 | 0 | 1928 | 0 | Unknown | 4 | 5 | 51.8 | 15.79 | 104 | 31.7 | 16.7 | 5.09 | https://historicbridges.org/pennsylvania/chester191hallmans/little_bridge1913_small.jpg | https://historicbridges.org/pennsylvania/chester191hallmans/little_bridge1913.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester191hallmans/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.151590,-75.601710 | ||||||||||||||||
| 1306 | French Landing Bridge | Edison Lake Road Bridge | This is an very rare example of a Michigan deck truss, and it features unusual concrete approaches. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. | 42.213470 | -83.439890 | Edison Lake Road | Huron River | French Landing (Near Belleville) | Wayne County, Michigan | Michigan | United States | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 8 | 1 | 0 | 10 | 1918 | 0 | Unknown | 7 | 9 | 130 | 39.62 | 400 | 121.92 | 0 | 0 | https://historicbridges.org/michigan/frenchlanding/little_phon_img_2489_small.jpg | https://historicbridges.org/michigan/frenchlanding/little_phon_img_2489.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/frenchlanding/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.213470,-83.439890 | |||||||||||||
| 1307 | Frew Bridge | A small pony truss on old highway alignment. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 39.466350 | -80.836540 | CR-18 | Muddy Creek | Frew (Rural) | Tyler County, West Virginia | West Virginia | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1910 | 0 | Unknown | 5 | 6 | 40 | 12.19 | 44 | 13.41 | 12.5 | 3.81 | https://historicbridges.org/wvirginia/frew/bkg_07march430_small.jpg | https://historicbridges.org/wvirginia/frew/07march1147.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/frew/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.466350,-80.836540 | ||||||||||||||
| 1308 | Friendship Bridge | Ripley County Bridge 3 | This bridge is among the largest and most impressive of stone arch bridges in Indiana. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) stone Semicircular deck arch, fixed. The bridge was primarily built by Henry Harman. | 38.974020 | -85.159160 | Olean Road | Raccoon Creek | Rural | Ripley County, Indiana | Indiana | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 4 | 0 | 0 | 1909 | 1997 | Henry Harman | 7 | 7 | 20 | 6.1 | 103.4 | 31.52 | 16 | 4.88 | https://historicbridges.org/indiana/friendshipbridge/little_friendshipbridge4125_small.jpg | https://historicbridges.org/indiana/friendshipbridge/little_friendshipbridge4125.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/friendshipbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.974020,-85.159160 | ||||||||||||||
| 1309 | Friendship Gardens Bridge | Hendricks County Bridge 216 | Relocated and restored, this bridge is extremely significant for both its builder, ornamentation, and truss configuration. The technical description of the main or most noteworthy span of the bridge is a 167 ft (50.9 m) metal pin-connected Warren through truss, fixed. The bridge was primarily built by Morse Bridge Company of Youngstown, Ohio. | 39.696610 | -86.401860 | Pedestrian Walkway | White Lick Creek | Plainfield | Hendricks County, Indiana | Indiana | United States | Metal | Warren | Pin-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1886 | 0 | Morse Bridge Company of Youngstown, Ohio | 8 | 9 | 167 | 50.9 | 172 | 52.43 | 15.7 | 4.79 | https://historicbridges.org/indiana/friendshipgardensbridge/little_friendshipgardensbridge5473_small.jpg | https://historicbridges.org/indiana/friendshipgardensbridge/little_friendshipgardensbridge5473.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/friendshipgardensbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.696610,-86.401860 | |||||||||||||
| 1310 | Friendship Road Bridge | Monroe County Bridge 114 | This truss bridge is an example of a good, cost-effective rehabilitation project. The technical description of the main or most noteworthy span of the bridge is a 98 ft (29.87 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Lafayette Bridge Company of Lafayette, Indiana. | 39.147690 | -86.407380 | Friendship Road | Stephens Creek | Rural | Monroe County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1898 | 0 | Lafayette Bridge Company of Lafayette, Indiana | 7 | 7 | 98 | 29.87 | 100 | 30.48 | 14 | 4.27 | https://historicbridges.org/indiana/friendshiproad/little_dscf6655_small.jpg | https://historicbridges.org/indiana/friendshiproad/little_dscf6655.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/friendshiproad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.147690,-86.407380 | |||||||||||||
| 1312 | Frith Road Private Bridge | A small, old, rare pony truss that has moved two times. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. | 42.887490 | -82.581630 | Private Drive | Smiths Creek | Rural | St. Clair County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 1 | 0 | 0 | Groton Bridge Company of Groton, New York | 5 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/truss/frpony/bkg_07hbme230_small.jpg | https://historicbridges.org/truss/frpony/07hbme431.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/frpony/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.887490,-82.581630 | ||||||||||||||
| 1313 | Froman Run Railroad Bridge | This Warren deck truss adds interest to a drive along PA-88. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 40.228280 | -79.994420 | Railroad (Conrail) | PA-88 and Froman Run | Rural | Washington County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/fromanrunrr/little_fromanrunrr1421_small.jpg | https://historicbridges.org/pennsylvania/fromanrunrr/little_fromanrunrr1421.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/fromanrunrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.228280,-79.994420 | ||||||||||
| 1314 | Front Street Bridge | This pony truss was recently restored. The technical description of the main or most noteworthy span of the bridge is a 119.8 ft (36.52 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. | 42.082300 | -76.063710 | Front Street | Big Choconut Creek | Vestal | Broome County, New York | New York | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 12 | 1 | 0 | 0 | 1929 | 2005 | Unknown | 4 | 4 | 119.8 | 36.52 | 126 | 38.4 | 30 | 9.14 | https://historicbridges.org/newyork/front/bkg_newyork532_small.jpg | https://historicbridges.org/newyork/front/newyork1533.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/front/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.082300,-76.063710 | ||||||||||||||
| 1317 | Fruitport Road Bridge | Bowen Bridge | A very long example of 1940s beam bridge construction, this bridge features unusual pier design. The technical description of the main or most noteworthy span of the bridge is a 53.8 ft (16.4 m) metal stringer (multi-beam), fixed. The bridge was primarily built by L. W. Lamb Company of Jackson, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 43.089340 | -86.175410 | Fruitport Road | Petty's Bayou | Spring Lake | Ottawa County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 9 | 0 | 0 | 1948 | 2008 | L. W. Lamb Company of Jackson, Michigan | Michigan State Highway Department | 2 | 5 | 53.8 | 16.4 | 418 | 127.41 | 24.3 | 7.41 | https://historicbridges.org/beam/fruitport/ottawa026_small.jpg | https://historicbridges.org/beam/fruitport/ottawa024.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=beam/fruitport/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.089340,-86.175410 | |||||||||||||||
| 1318 | Fruit Ridge Avenue Bridge | A small t-beam bridge from 1940. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. | 43.150030 | -85.770000 | Fruit Ridge Avenue | Nash Creek | Rural | Kent County, Michigan | Michigan | United States | Concrete | T-Beam | Fixed | 0 | 1 | 0 | 0 | 1940 | 0 | Unknown | 1 | 1 | 24 | 7.32 | 27 | 8.23 | 32.2 | 9.81 | https://historicbridges.org/michigan/fruitridge/little_fruitridgeavnashcr12_small.jpg | https://historicbridges.org/michigan/fruitridge/little_fruitridgeavnashcr12.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/fruitridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.150030,-85.770000 | |||||||||||||||||
| 1319 | ! | Fruitvale Avenue Railroad Bridge | This attractive lift bridge has very slender towers. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Modified Warren (Subdivided) through truss, movable: vertical lift, Tower Drive. The bridge was primarily built by Judson Pacific Murphy Company. | 37.769080 | -122.230450 | Railroad (Union Pacific, Former Southern Pacific) | Oakland Estuary | Alameda and Oakland | Alameda County, California | California | United States | Metal | Modified Warren (Subdivided) | Rivet-Connected | Through | Truss | Movable: Vertical Lift | Tower Drive | 0 | 1 | 0 | 0 | 1951 | 0 | Judson Pacific Murphy Company | 6 | 6 | 200 | 60.96 | 0 | 0 | 25.6 | 7.8 | https://historicbridges.org/california/alamedalift/little_day4_alamedaliftbridge04595_small.jpg | https://historicbridges.org/california/alamedalift/little_day4_alamedaliftbridge04595.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/alamedalift/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.769080,-122.230450 | ||||||||||||
| 1320 | Fruitville Road Bridge | This unique union of two bridge types bridge has an extremely long stone approach with a through truss main span. The technical description of the main or most noteworthy span of the bridge is a 102 ft (31.09 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Eyre Construction Company of Philadelphia, Pennsylvania. | 40.407690 | -75.522240 | Fruitville Road | Perkiomen Creek | Rural | Montgomery County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | Stone | Semicircular | Deck | Arch | Fixed | 0 | 6 | 1905 | 1999 | Eyre Construction Company of Philadelphia, Pennsylvania | 8 | 8 | 102 | 31.09 | 451 | 137.46 | 16 | 4.88 | https://historicbridges.org/pennsylvania/fruitville/little_dscf0304_small.jpg | https://historicbridges.org/pennsylvania/fruitville/little_dscf0304.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/fruitville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.407690,-75.522240 | |||||||||
| 1323 | Fudge Road Bridge | TR-347 Bridge | This bridge is a very large example of its kind, and retains historic integrity. The technical description of the main or most noteworthy span of the bridge is a 86 ft (26.21 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Central States Bridge Company of Indianapolis, Indiana. | 39.660070 | -84.520420 | Fudge Road (TR-347) | Aukerman Creek | Rural | Preble County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 1913 | 0 | Central States Bridge Company of Indianapolis, Indiana | 6 | 6 | 86 | 26.21 | 91 | 27.74 | 15.7 | 4.79 | https://historicbridges.org/ohio/fudge/little_pict2586_small.jpg | https://historicbridges.org/ohio/fudge/little_pict2586.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/fudge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.660070,-84.520420 | |||||||||||||
| 1325 | Fullerton Parkway Overpass | This bridge is an early, rare example of a steel rigid-frame and also has an early welded detail, and has good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 66 ft (20.12 m) metal rigid-frame, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. | 41.926160 | -87.631240 | Lake Shore Drive (US-41) | Fullerton Parkway | Chicago | Cook County, Illinois | Illinois | United States | Metal | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1940 | 0 | Bethlehem Steel Company of Bethlehem, Pennsylvania | 7 | 8 | 66 | 20.12 | 72.8 | 22.19 | 100 | 30.48 | https://historicbridges.org/illinois/fullertonoverpass/little_dscf2719_small.jpg | https://historicbridges.org/illinois/fullertonoverpass/little_dscf2719.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/fullertonoverpass/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.926160,-87.631240 | |||||||||||||||||
| 1327 | L | Fullerton Avenue Bridge | One of a handful of overpasses that were the last examples of an unusual variation of an attractive Michigan railing design. The technical description of the main or most noteworthy span of the bridge is a 53.8 ft (16.4 m) pre-stressed concrete stringer (multi-beam), fixed. The bridge was primarily built by Walter Toebe Company. The bridge was primarily designed by Michigan State Highway Department. | 42.379720 | -83.217120 | Fullerton Avenue | Southfield Freeway (M-39) | Detroit | Wayne County, Michigan | Michigan | United States | Pre-Stressed Concrete | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | 1963 | 0 | Walter Toebe Company | Michigan State Highway Department | 1 | 3 | 53.8 | 16.4 | 167 | 50.9 | 44 | 13.41 | https://historicbridges.org/michigan/southfield_fullerton/little_dscf5389_small.jpg | https://historicbridges.org/michigan/southfield_fullerton/little_dscf5389.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/southfield_fullerton/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.379720,-83.217120 | |||||||||||||||
| 1328 | Fullerton Street Railroad Bridge | This riveted bridge is located in the shadow of a massive interchange and next to a highway overpass. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by C. A. Hull and Walter Toebe Company. The bridge was primarily designed by Michigan State Highway Department. | 42.379480 | -83.217080 | Railroad (CSX) | Southfield Freeway (M-39) | Detroit | Wayne County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 0 | 0 | 1963 | 0 | C. A. Hull and Walter Toebe Company | Michigan State Highway Department | 1 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/southfield_fullertonrr/little_dscf5371_small.jpg | https://historicbridges.org/michigan/southfield_fullertonrr/little_dscf5371.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/southfield_fullertonrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.379480,-83.217080 | ||||||||||||||||
| 1330 | Fulton Lucas Road Bridge | An excellent and extremely rare example of a concrete camelback bridge in Ohio. The technical description of the main or most noteworthy span of the bridge is a 56 ft (17.07 m) concrete curved chord through girder, fixed. The bridge was primarily built by Unknown. | 41.712830 | -83.880290 | Fulton Lucas Road (CR-1) | Tenmile Creek | Rural | Fulton County, Ohio and Lucas County, Ohio | Ohio | United States | Concrete | Curved Chord Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1928 | 1980 | Unknown | 6 | 7 | 56 | 17.07 | 59 | 17.98 | 23.3 | 7.1 | https://historicbridges.org/ohio/fultonlucas/little_img_1506_small.jpg | https://historicbridges.org/ohio/fultonlucas/little_img_1506.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/fultonlucas/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.712830,-83.880290 | ||||||||||||||||
| 1331 | Fulton Street Bridge | This is the second-longest concrete arch bridge in Michigan. The technical description of the main or most noteworthy span of the bridge is a 111 ft (33.83 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 42.963270 | -85.676320 | Fulton Street (M-45) | Grand River | Grand Rapids | Kent County, Michigan | Michigan | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 5 | 0 | 0 | 1928 | 1976 | Unknown | 5 | 7 | 111 | 33.83 | 536 | 163.37 | 64 | 19.51 | https://historicbridges.org/michigan/fulton/little_pict5500_small.jpg | https://historicbridges.org/michigan/fulton/little_pict4872.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/fulton/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.963270,-85.676320 | |||||||||||||||
| 1333 | Furnas Mill Bridge | Indiana State Highway Bridge 41-7430 | An attractive two span bridge hidden in a rural wooded setting, this historic bridge was rehabilitated. The technical description of the main or most noteworthy span of the bridge is a 119 ft (36.27 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 39.382210 | -85.998100 | Pisgah Road (CR-650 South) | Sugar Creek | Rural | Johnson County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 2 | 0 | 0 | 1880 | 2006 | King Bridge Company of Cleveland, Ohio | 8 | 7 | 119 | 36.27 | 242 | 73.76 | 13.5 | 4.11 | https://historicbridges.org/indiana/furnasmillbridge/little_furnasmillbridge2562_small.jpg | https://historicbridges.org/indiana/furnasmillbridge/little_furnasmillbridge2562.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/furnasmillbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.382210,-85.998100 | |||||||||||||
| 1334 | Gaines Basin Road Bridge | Bridge E-202 | This bridge is stands out among similar canal bridges for its skew. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Lackawanna Bridge Company of Buffalo, New York. | 43.255330 | -78.223410 | Gaines Basin Road | Erie Canal (New York State Barge Canal) | Rural | Orleans County, New York | New York | United States | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | Concrete | Slab | Fixed | 0 | 2 | 1912 | 2010 | Lackawanna Bridge Company of Buffalo, New York | 7 | 6 | 150 | 45.72 | 199 | 60.66 | 15 | 4.57 | https://historicbridges.org/newyork/gainesbasin/little_gainesbasin4_small.jpg | https://historicbridges.org/newyork/gainesbasin/little_gainesbasin4.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/gainesbasin/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.255330,-78.223410 | ||||||||||
| 1336 | Galbraith Bridge | Bartholomew County Bridge 47, Possom Glory Bridge | This bridge is a traditional example of its type, but has an interesting construction history. The technical description of the main or most noteworthy span of the bridge is a 126 ft (38.4 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Brookville Bridge Company of Brookville, Ohio. The bridge was primarily designed by Caldwell and Drake Iron Works of Columbus, Indiana. | 39.292100 | -85.695690 | CR-1150 East | Clifty Creek | Rural | Bartholomew County, Indiana | Indiana | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1920 | 0 | Brookville Bridge Company of Brookville, Ohio | Caldwell and Drake Iron Works of Columbus, Indiana | 6 | 6 | 126 | 38.4 | 131 | 39.93 | 16.1 | 4.91 | https://historicbridges.org/indiana/galbraithbridge/little_galbraithbridge3316_small.jpg | https://historicbridges.org/indiana/galbraithbridge/little_galbraithbridge3316.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/galbraithbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.292100,-85.695690 | ||||||||||||
| 1338 | Galena Boulevard East Channel Bridge | This member of the Aurora arch bridge collection has railings that match an adjacent river walk. The technical description of the main or most noteworthy span of the bridge is a 83.3 ft (25.39 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 41.757610 | -88.313940 | Galena Boulevard | Fox River East Channel | Aurora | Kane County, Illinois | Illinois | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1926 | 1997 | Unknown | 5 | 6 | 83.3 | 25.39 | 176.8 | 53.89 | 43 | 13.11 | https://historicbridges.org/illinois/galenaeast/little_p1170880_small.jpg | https://historicbridges.org/illinois/galenaeast/little_p1170880.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/galenaeast/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.757610,-88.313940 | |||||||||||||||
| 1339 | Galena Boulevard West Channel Bridge | This bridge is noted for an unusual cantilevered sidewalk detail at the northeast corner. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 41.758440 | -88.315570 | Galena Boulevard | Fox River West Channel | Aurora | Kane County, Illinois | Illinois | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1926 | 1996 | Unknown | 5 | 6 | 80 | 24.38 | 170 | 51.82 | 41.3 | 12.59 | https://historicbridges.org/illinois/galenawest/little_p1170739_small.jpg | https://historicbridges.org/illinois/galenawest/little_p1170739.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/galenawest/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.758440,-88.315570 | |||||||||||||||
| 1340 | Gallman Road Bridge | An extremely rare example of a Whipple truss displaying the unique details of its builder. The technical description of the main or most noteworthy span of the bridge is a 152 ft (46.33 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Columbia Bridge Works of Dayton, Ohio. | 40.050290 | -82.473980 | Johnstown, Alexandria, Granville, and Newark Bicycle and Recreational Trail | Raccoon Creek | Newark | Licking County, Ohio | Ohio | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 11 | 1 | 0 | 1 | 1887 | 2002 | Columbia Bridge Works of Dayton, Ohio | 8 | 8 | 152 | 46.33 | 202 | 61.57 | 15 | 4.57 | https://historicbridges.org/ohio/gallman/little_img_7157_small.jpg | https://historicbridges.org/ohio/gallman/little_img_7157.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/gallman/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.050290,-82.473980 | ||||||||||||||
| 1341 | Gannons Narrows Bridge | This eye-catching truss bridge sits out in the open for all to see and has been rehabilitated. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. | 44.473210 | -78.453090 | Blackpool Road (CR-16) | Gannon Narrows | Rural | Peterborough County, Ontario | Ontario | Canada | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1955 | 2005 | Hamilton Bridge Company of Hamilton, Ontario | 6 | 6 | 0 | 0 | 308.7 | 94.09 | 0 | 0 | https://historicbridges.org/ontario/gannonsnarrows/little_gannonsnarrows4469_small.jpg | https://historicbridges.org/ontario/gannonsnarrows/little_gannonsnarrows4469.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/gannonsnarrows/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.473210,-78.453090 | |||||||||||
| 1342 | Gans Hill School Road Bridge | Urbania Road Bridge | This strange bridge has a brick deck and turnbuckles on its center diagonals even though it is a rigid truss. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 39.776870 | -79.875430 | Gans Hill School Road (Urbania Road - TR-335) | Georges Creek | Rural | Fayette County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1909 | 0 | Unknown | 6 | 6 | 75 | 22.86 | 78 | 23.77 | 10.8 | 3.29 | https://historicbridges.org/pennsylvania/ganshillschool/little_dscf6048_small.jpg | https://historicbridges.org/pennsylvania/ganshillschool/little_dscf6052.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/ganshillschool/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.776870,-79.875430 | |||||||||||||
| 1343 | ! | Ganson Street Bridge | One of the oldest examples of a pre-stressed concrete bridge in Michigan. The technical description of the main or most noteworthy span of the bridge is a 39.4 ft (12.01 m) pre-stressed concrete Adjacent box beam, fixed. The bridge was primarily built by Lamar Pipe and Tile Company of Grand Rapids, Michigan. | 42.254444 | -84.407222 | Ganson Street | Grand River | Jackson | Jackson County, Michigan | Michigan | United States | Pre-Stressed Concrete | Adjacent | Box Beam | Fixed | 0 | 1 | 0 | 0 | 1956 | 0 | Lamar Pipe and Tile Company of Grand Rapids, Michigan | 3 | 5 | 39.4 | 12.01 | 39.4 | 12.01 | 46 | 14.02 | https://historicbridges.org/michigan/ganson/little_dscf2509_small.jpg | https://historicbridges.org/michigan/ganson/little_dscf2509.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/ganson/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.254444,-84.407222 | |||||||||||||||
| 1344 | Garfield Park Footbridge | This bridge appears to be fairly old, yet appears to have a similar design as an even older suspension bridge. The technical description of the main or most noteworthy span of the bridge is a metal through truss stiffening wire cable suspension, fixed. The bridge was primarily built by Unknown. | 41.883520 | -87.714560 | Pedestrian Walkway | Garfield Park Lagoon | Chicago | Cook County, Illinois | Illinois | United States | Metal | Through Truss Stiffening | Wire Cable | Suspension | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/garfieldpark/little_p1170995_small.jpg | https://historicbridges.org/illinois/garfieldpark/little_p1170995.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/garfieldpark/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.883520,-87.714560 | |||||||||||||||
| 1345 | Garfield Road North Branch Bridge | An early example of a pre-stressed concrete bridge in Michigan. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) pre-stressed concrete Adjacent box beam, fixed. The bridge was primarily built by Fred H. Price and Company. The bridge was primarily designed by Michigan State Highway Department. | 43.555550 | -86.205550 | Garfield Road | North Branch White River | Rural | Oceana County, Michigan | Michigan | United States | Pre-Stressed Concrete | Adjacent | Box Beam | Fixed | 0 | 2 | 0 | 0 | 1958 | 0 | Fred H. Price and Company | Michigan State Highway Department | 3 | 4 | 45 | 13.72 | 90 | 27.43 | 29 | 8.84 | https://historicbridges.org/michigan/garfieldnb/little_garfieldnbrwhite4_small.jpg | https://historicbridges.org/michigan/garfieldnb/little_garfieldnbrwhite4.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/garfieldnb/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.555550,-86.205550 | |||||||||||||||
| 1346 | Garfield Road South Branch Bridge | This is an attractive and well maintained example of a stringer bridge in Michigan. The technical description of the main or most noteworthy span of the bridge is a 57.7 ft (17.59 m) metal stringer (multi-beam), fixed. The bridge was primarily built by L. W. Lamb Company of Jackson, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 43.554400 | -86.075010 | Garfield Road | South Branch White River | Rural | Oceana County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1950 | 0 | L. W. Lamb Company of Jackson, Michigan | Michigan State Highway Department | 1 | 2 | 57.7 | 17.59 | 60 | 18.29 | 30.8 | 9.39 | https://historicbridges.org/michigan/garfield/little_garfield_rd_white_r_9_small.jpg | https://historicbridges.org/michigan/garfield/little_garfield_rd_white_r_9.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/garfield/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.554400,-86.075010 | ||||||||||||||||
| 1347 | Garro Street Bridge | Marshall County Bridge 227 | The least altered and most significant of three concrete arch bridges in Plymouth. The technical description of the main or most noteworthy span of the bridge is a 62 ft (18.9 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 41.341100 | -86.304920 | Garro Street | Yellow River | Plymouth | Marshall County, Indiana | Indiana | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1931 | 0 | Unknown | 6 | 6 | 62 | 18.9 | 155 | 47.24 | 32.2 | 9.81 | https://historicbridges.org/indiana/plymouthgarro/little_p1380627_small.jpg | https://historicbridges.org/indiana/plymouthgarro/little_p1380627.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/plymouthgarro/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.341100,-86.304920 | ||||||||||||||
| 1348 | Garrett Mill Road Bridge | This is an extremely old example of a welded truss bridge. The technical description of the main or most noteworthy span of the bridge is a 42 ft (12.8 m) metal welded Pratt full-slope pony truss, fixed. The bridge was primarily built by Chester County Maintenance Forces. The bridge was primarily designed by Harry K. Ellis. | 39.972240 | -75.492230 | Garrett Mill Road | Ridley Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Welded | Full-Slope Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1933 | 1993 | Chester County Maintenance Forces | Harry K. Ellis | 6 | 7 | 42 | 12.8 | 43 | 13.11 | 13 | 3.96 | https://historicbridges.org/pennsylvania/garrettmillroad/little_garrettmillroad020_small.jpg | https://historicbridges.org/pennsylvania/garrettmillroad/little_garrettmillroad020.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/garrettmillroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.972240,-75.492230 | |||||||||||||
| 1350 | Gartin Ford Bridge | Decatur County Bridge 131 | An uncommon example of a highway plate girder in Indiana. The technical description of the main or most noteworthy span of the bridge is a 72.2 ft (22.01 m) metal through girder, fixed. The bridge was primarily built by Central States Bridge Company of Indianapolis, Indiana. | 39.305550 | -85.685170 | CR-200 South | Clifty Creek | Rural | Decatur County, Indiana | Indiana | United States | Metal | Through | Girder | Fixed | 0 | 2 | 0 | 0 | 1912 | 0 | Central States Bridge Company of Indianapolis, Indiana | 4 | 6 | 72.2 | 22.01 | 151.3 | 46.12 | 15.7 | 4.79 | https://historicbridges.org/indiana/gartinfordbridge/little_gartinfordbridge3241_small.jpg | https://historicbridges.org/indiana/gartinfordbridge/little_gartinfordbridge3241.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/gartinfordbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.305550,-85.685170 | |||||||||||||||
| 1351 | ! | Gas Line Bridge | Consumers Gas Company Bridge | Unique both in form and function, this unusual concrete arch structure carries only a gas line. The technical description of the main or most noteworthy span of the bridge is a 133 ft (40.54 m) concrete through arch, fixed. The bridge was primarily built by Unknown. | 43.655690 | -79.351900 | Gas Line | Don River | Toronto | Toronto City, Ontario | Ontario | Canada | Concrete | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1930 | 0 | Unknown | 7 | 7 | 133 | 40.54 | 133 | 40.54 | 0 | 0 | https://historicbridges.org/ontario/easternavenuearch/little_easternavenuearch1145_small.jpg | https://historicbridges.org/ontario/easternavenuearch/little_easternavenuearch1145.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/easternavenuearch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.655690,-79.351900 | ||||||||||||||
| 1352 | Gasport Bridge | Bridge E-222 | A traditional example of an Erie Canal lift bridge. The technical description of the main or most noteworthy span of the bridge is a 114 ft (34.75 m) metal rivet-connected Warren (No Verticals) pony truss, movable: vertical lift. The bridge was primarily built by Skene and Richmond of Louisa, Kentucky. | 43.199440 | -78.575550 | Hartland Road (CR-108) | Erie Canal (New York State Barge Canal) | Gasport | Niagara County, New York | New York | United States | Metal | Warren (No Verticals) | Rivet-Connected | Pony | Truss | Movable: Vertical Lift | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1913 | 2004 | Skene and Richmond of Louisa, Kentucky | 8 | 7 | 114 | 34.75 | 136.2 | 41.51 | 18.4 | 5.61 | https://historicbridges.org/newyork/gasport/little_liftbr098_small.jpg | https://historicbridges.org/newyork/gasport/little_liftbr098.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/gasport/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.199440,-78.575550 | ||||||||||
| 1354 | Gates Mills Railroad Bridge | Although no trace remains of the tracks or its path, this bridge has the design features of a railroad bridge. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by New Columbus Bridge Company of Columbus, Ohio. | 41.518200 | -81.404390 | Railroad (Rail-Trail) | Chagrin River | Gates Mills | Cuyahoga County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1899 | 0 | New Columbus Bridge Company of Columbus, Ohio | 5 | 6 | 0 | 0 | 110 | 33.53 | 0 | 0 | https://historicbridges.org/ohio/gatesmills/bkg_hb075_small.jpg | https://historicbridges.org/ohio/gatesmills/historicbridge300.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/gatesmills/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.518200,-81.404390 | ||||||||||||||
| 1355 | Gearhart Road Bridge | Childrens Home Road Bridge | Situated next to the Big Four Bridge, and bypassed by a new bridge, this abandoned multi-span through truss bridge is a beauty, and has an unusual pony truss approach. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 40.273850 | -84.153960 | Gearhart Road (Old Alignment) | Great Miami River | Sidney | Shelby County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 2 | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 10 | 1 | 1906 | 1973 | Unknown | 7 | 9 | 120 | 36.58 | 345 | 105.16 | 18 | 5.49 | https://historicbridges.org/ohio/gearhart/little_pict0476_small.jpg | https://historicbridges.org/ohio/gearhart/little_pict0476.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/gearhart/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.273850,-84.153960 | |||||||
| 1356 | L | Geigel Hill Road Bridge | This regionally important bridge was hit by a vehicle and after a hard fight by preservationists, a compromise was reached. The technical description of the main or most noteworthy span of the bridge is a 55 ft (16.76 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Nelson and Buchanan of Chambersburg, Pennsylvania. | 40.480480 | -75.146930 | Geigel Hill Road | Tinicum Creek | Rural | Bucks County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1887 | 0 | Nelson and Buchanan of Chambersburg, Pennsylvania | 6 | 7 | 55 | 16.76 | 58 | 17.68 | 15.1 | 4.6 | https://historicbridges.org/pennsylvania/geigelhill/main_small.jpg | https://historicbridges.org/pennsylvania/geigelhill/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/geigelhill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.480480,-75.146930 | |||||||||||||
| 1357 | ! | General Sullivan Bridge | Little Bay Bridge | This bridge is one of the only surviving early examples of its kind. The technical description of the main or most noteworthy span of the bridge is a 275 ft (83.82 m) metal continuous (arched) rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Lackawanna Steel Construction Corporation of Buffalo, New York and Crandrall Engineering Company of Cambridge, Massachusetts. The bridge was primarily designed by Fay, Spofford, and Thorndike of Boston, Massachusetts. Special note about bridge location: Access this bridge from the north on Dover Point Road, where there is a small park from where you can both view and walk on the bridge and park your car. | 43.118270 | -70.826380 | Non-Motorized Path (Old US-4 Alignment) | Little Bay | Portsmouth and Dover | Rockingham County, New Hampshire and Strafford County, New Hampshire | New Hampshire | United States | Access this bridge from the north on Dover Point Road, where there is a small park from where you can both view and walk on the bridge and park your car. | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 0 | Continuous (Arched) | 1 | Metal | Polygonal Warren | Rivet-Connected | Deck | Truss | Fixed | 0 | 8 | 1934 | 1950 | Lackawanna Steel Construction Corporation of Buffalo, New York and Crandrall Engineering Company of Cambridge, Massachusetts | Fay, Spofford, and Thorndike of Boston, Massachusetts | 9 | 10 | 275 | 83.82 | 1585 | 483.11 | 24 | 7.32 | https://historicbridges.org/newhampshire/generalsullivan/little_p1510222_small.jpg | https://historicbridges.org/newhampshire/generalsullivan/little_p1510222.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newhampshire/generalsullivan/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.118270,-70.826380 | |||
| 1359 | Genesee Street Bridge | Hidden under a modern roadway is an attractive arch bridge of fairly decent size for this region. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 42.357410 | -87.831390 | Genesee Street | Waukegan River | Waukegan | Lake County, Illinois | Illinois | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1913 | 1984 | Unknown | 6 | 6 | 110 | 33.53 | 370 | 112.78 | 44 | 13.41 | https://historicbridges.org/illinois/geneseestreet/little_geneseestreet2280_small.jpg | https://historicbridges.org/illinois/geneseestreet/little_geneseestreet2280.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/geneseestreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.357410,-87.831390 | |||||||||||||||
| 1360 | Genesee Street Bridge | A few T-Beam bridges in Michigan, such as this one, were built with railings having the appearance of a tiny concrete camelback bridge. The technical description of the main or most noteworthy span of the bridge is a 29 ft (8.84 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. | 43.050810 | -83.313130 | Genesee Street (Old M-21) | Farmers Creek | Lapeer | Lapeer County, Michigan | Michigan | United States | Concrete | T-Beam | Fixed | 0 | 1 | 0 | 0 | 1933 | 0 | Unknown | 3 | 6 | 29 | 8.84 | 29 | 8.84 | 44 | 13.41 | https://historicbridges.org/concrete/lapeer/little_img_20210906_173339_small.jpg | https://historicbridges.org/concrete/lapeer/little_img_20210906_173339.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/lapeer/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.050810,-83.313130 | |||||||||||||||||
| 1361 | Genesee Street Bridge | This is an unaltered and fairly early example of a concrete arch bridge in Michigan, and it is a remnant of the former US-2 alignment. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Hoose and Person Construction Company of Iron Mountain, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 46.091460 | -88.635300 | Genesee Street (Old US-2) | Iron River | Iron River | Iron County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1917 | 1988 | Hoose and Person Construction Company of Iron Mountain, Michigan | Michigan State Highway Department | 6 | 6 | 90 | 27.43 | 90 | 27.43 | 45 | 13.72 | https://historicbridges.org/michigan/old2iron/little_geneseestreetironriver_4171_small.jpg | https://historicbridges.org/michigan/old2iron/little_geneseestreetironriver_4171.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/old2iron/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.091460,-88.635300 | ||||||||||||||
| 1363 | Geneva Railroad Bridge | This bridge is mainly noted for its massive concrete piers. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal deck girder, fixed. The bridge was primarily built by Chicago Bridge and Iron Works of Chicago, Illinois. | 41.881730 | -88.304090 | Railroad (Metra Union Pacific West and Union Pacific) | Fox River | Geneva | Kane County, Illinois | Illinois | United States | Metal | Deck | Girder | Fixed | 0 | 7 | 0 | 0 | 1917 | 0 | Chicago Bridge and Iron Works of Chicago, Illinois | 1 | 2 | 70 | 21.34 | 486 | 148.13 | 0 | 0 | https://historicbridges.org/illinois/genevarr/little_p1170367_small.jpg | https://historicbridges.org/illinois/genevarr/little_p1170367.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/genevarr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.881730,-88.304090 | ||||||||||||||||
| 1364 | Geneva Ford Bridge | Jennings County Bridge 29 | A good example of a traditionally composed Pratt truss. The technical description of the main or most noteworthy span of the bridge is a 122 ft (37.19 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Indiana Bridge Company of Muncie, Indiana. | 39.084370 | -85.658770 | CR-250 West | Sand Creek | Rural | Jennings County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1907 | 0 | Indiana Bridge Company of Muncie, Indiana | 7 | 7 | 122 | 37.19 | 124 | 37.8 | 15.7 | 4.79 | https://historicbridges.org/indiana/jennings250west/little_dscf7359_small.jpg | https://historicbridges.org/indiana/jennings250west/little_dscf7359.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/jennings250west/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.084370,-85.658770 | |||||||||||||
| 1365 | George Street Bridge | Dearborn County Bridge 159 | A beautiful Whipple truss continues to be the centerpiece of the downtown area with some significant structural modifications. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Lomas Forge and Bridge Works of Cincinnati, Ohio. | 39.057920 | -84.899260 | George Street | Hogan Creek | Aurora | Dearborn County, Indiana | Indiana | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 16 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 1887 | 2011 | Lomas Forge and Bridge Works of Cincinnati, Ohio | 8 | 7 | 200 | 60.96 | 254 | 77.42 | 23 | 7.01 | https://historicbridges.org/truss/aurora/little_georgestreetbridge4419_small.jpg | https://historicbridges.org/truss/aurora/little_georgestreetbridge4419.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/aurora/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.057920,-84.899260 | ||||||||||
| 1366 | ! | Aetnaville Bridge | Georgia Street Bridge | One of two breathtaking multi-span truss bridges in Wheeling that are closed to traffic with talk of unthinkable demolition! The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Unknown. | 40.080060 | -80.736670 | Georgia Street | Ohio River Back Channel | Bridgeport and Wheeling | Belmont County, Ohio and Ohio County, West Virginia | Ohio and West Virginia | United States | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 0 | 4 | 0 | 0 | 1891 | 1969 | Unknown | 9 | 9 | 200 | 60.96 | 1043 | 317.91 | 18 | 5.49 | https://historicbridges.org/ohio/georgia/little_summer14_small.jpg | https://historicbridges.org/ohio/georgia/little_summer14.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/georgia/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.080060,-80.736670 | ||||||||||||
| 1367 | George Washington Bridge | This utterly massive bridge carries an incredible amount of traffic and was the longest span in the world when built. The technical description of the main or most noteworthy span of the bridge is a 3500 ft (1066.8 m) metal deck truss stiffening wire cable suspension, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Othmar Ammann. | 40.851590 | -73.952480 | I-95 and US-1 | Hudson River | Fort Lee and New York | Bergen County, New Jersey and Manhattan, New York | New Jersey and New York | United States | Metal | Deck Truss Stiffening | Wire Cable | Suspension | Fixed | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 18 | 1931 | 1962 | McClintic-Marshall Company of Pittsburgh, Pennsylvania | Othmar Ammann | 9 | 9 | 3500 | 1066.8 | 4980.2 | 1517.96 | 119 | 36.27 | https://historicbridges.org/newyork/georgewashington/little_georgewashingtonbridgeadd_0034_small.jpg | https://historicbridges.org/newyork/georgewashington/little_georgewashingtonbridgeadd_0034.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/georgewashington/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.851590,-73.952480 | |||||||||||
| 1369 | Georgia and Alabama Railroad Bridge | Omaha-Cottonton Railroad Bridge | This interesting vertical lift was only designed to raise a short distance. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, movable: vertical lift, Span Drive. The bridge was primarily built by Unknown. | 32.143900 | -85.045080 | Railroad (Abandoned Seaboard Railway) | Chattahoochee River | Cottonton and Omaha | Russell County, Alabama and Stewart County, Georgia | Alabama and Georgia | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Movable: Vertical Lift | Span Drive | 7 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/georgia/omaha/little_dsc_1981_small.jpg | https://historicbridges.org/georgia/omaha/little_dsc_1981.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=georgia/omaha/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.143900,-85.045080 | ||||||||||||
| 1370 | Gerloff Road Bridge | This rare Phoenix column through truss was retrofitted with a load-bearing arch. The technical description of the main or most noteworthy span of the bridge is a 134 ft (40.84 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 40.274610 | -75.485170 | Gerloff Road | Swamp Creek | Rural | Montgomery County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1888 | 1998 | Unknown | 9 | 8 | 134 | 40.84 | 138 | 42.06 | 22 | 6.71 | https://historicbridges.org/pennsylvania/gerloff/little_img_4525_small.jpg | https://historicbridges.org/pennsylvania/gerloff/little_img_4525.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/gerloff/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.274610,-75.485170 | ||||||||||||||
| 1371 | Germany Hollow Road Bridge | One of several bridges in Chester County that combine traditional stone technology with period reinforced concrete and steel stringer technology. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Charles Chambers. The bridge was primarily designed by Nathan R. Rambo. | 40.073920 | -75.816560 | Germany Hollow Road (TR-444) | Indian Run | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1919 | 0 | Charles Chambers | Nathan R. Rambo | 2 | 1 | 20 | 6.1 | 27 | 8.23 | 18 | 5.49 | https://historicbridges.org/pennsylvania/bridge284chambers/little_bridge284chambers006_small.jpg | https://historicbridges.org/pennsylvania/bridge284chambers/little_bridge284chambers006.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge284chambers/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.073920,-75.816560 | ||||||||||||||||
| 1374 | Geysers Road Bridge | This beautiful and rare bridge with Phoenix columns is hidden away on an extremely rural and highly scenic road. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 38.823610 | -122.883550 | Geysers Road | Big Sulphur Creek | Rural | Sonoma County, California | California | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 0 | 1937 | Unknown | 9 | 9 | 130 | 39.62 | 149 | 45.42 | 13 | 3.96 | https://historicbridges.org/california/geysersroad/little_day5_geysersroad06018_small.jpg | https://historicbridges.org/california/geysersroad/little_day5_geysersroad06018.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/geysersroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.823610,-122.883550 | ||||||||||||||
| 1375 | Gibbs Road Bridge | This bridge received an interesting paint job that should help protect the bridge. The technical description of the main or most noteworthy span of the bridge is a 71 ft (21.64 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by L. A. Davidson of Saginaw, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 42.262010 | -84.678690 | Gibbs Road | I-94 | Rural | Jackson County, Michigan | Michigan | United States | Concrete | Curved | T-Beam | Fixed | 0 | Continuous | 4 | 0 | 0 | 1959 | 0 | L. A. Davidson of Saginaw, Michigan | Michigan State Highway Department | 2 | 3 | 71 | 21.64 | 227 | 69.19 | 26 | 7.92 | https://historicbridges.org/michigan/gibbs/bkg_bridge110_small.jpg | https://historicbridges.org/michigan/gibbs/bridge321.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/gibbs/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.262010,-84.678690 | ||||||||||||||
| 1376 | Gillespie Avenue Bridge | This bridge is an early and rare surviving example of a rigid frame bridge in Michigan. The technical description of the main or most noteworthy span of the bridge is a 32.8 ft (10 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Harold Hawley Corson. | 42.626070 | -83.297740 | Gillespie Avenue | Clinton Avenue | Rural | Oakland County, Michigan | Michigan | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1936 | 0 | Unknown | Harold Hawley Corson | 3 | 6 | 32.8 | 10 | 33.8 | 10.3 | 36 | 10.97 | https://historicbridges.org/michigan/gillespie/little_dscf0820_small.jpg | https://historicbridges.org/michigan/gillespie/little_dscf0820.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/gillespie/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.626070,-83.297740 | ||||||||||||||||
| 1381 | Gilpin Road Bridge | This traditional concrete arch bridge is a part of the old alignment of the National Pike. The technical description of the main or most noteworthy span of the bridge is a 71 ft (21.64 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 39.694700 | -78.547910 | Gilpin Road (Old National Pike, MD-144E) | Town Creek | Rural | Allegany County, Maryland | Maryland | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1925 | 0 | Unknown | 6 | 6 | 71 | 21.64 | 73.2 | 22.31 | 24 | 7.32 | https://historicbridges.org/maryland/nationalrd_oldgilpin/little_p1200898_small.jpg | https://historicbridges.org/maryland/nationalrd_oldgilpin/little_p1200898.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/nationalrd_oldgilpin/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.694700,-78.547910 | |||||||||||||||
| 1382 | Gladdings Road Bridge | This small pony truss has a bottom chord that has grass growing out of it! The technical description of the main or most noteworthy span of the bridge is a 76 ft (23.16 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 38.937780 | -121.290000 | Gladdings Road | Doty Creek | Rural | Placer County, California | California | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 12 | 1 | 0 | 0 | 1935 | 0 | Unknown | 4 | 5 | 76 | 23.16 | 79 | 24.08 | 18 | 5.49 | https://historicbridges.org/california/gladdingroadbridge/little_day3_gladdingsroadbridge03061_small.jpg | https://historicbridges.org/california/gladdingroadbridge/little_day3_gladdingsroadbridge03061.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/gladdingroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.937780,-121.290000 | ||||||||||||||
| 1384 | Glasgow Road Bridge | This bridge is an extremely rare example of a bridge built by the Stratford Bridge Company. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Stratford Bridge Company of Stratford, Ontario. | 43.879130 | -79.748810 | Glasgow Road | Humber River | Bolton | Peel Region, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 2003 | Stratford Bridge Company of Stratford, Ontario | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/glasgow/little_p1580146_small.jpg | https://historicbridges.org/ontario/glasgow/little_p1580146.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/glasgow/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.879130,-79.748810 | ||||||||||||||
| 1387 | Glenbury Street Railroad Overpass | This is a typical narrow tunnel-like concrete arch railroad overpass. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 40.383000 | -79.997380 | Railroad (Pittsburgh and West Virginia) | Glenbury Street | Pttsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 1 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/glenbury/little_glenbury1409_small.jpg | https://historicbridges.org/pennsylvania/glenbury/little_glenbury1409.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/glenbury/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.383000,-79.997380 | |||||||||||||||
| 1389 | Glendora Road Bridge East | One of two nearly identical small utilitarian structures on this section of road. The technical description of the main or most noteworthy span of the bridge is a 23 ft (7.01 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 41.881960 | -86.509090 | Glendora Road | East Branch Galien River | Rural | Berrien County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1941 | 0 | Unknown | 1 | 1 | 23 | 7.01 | 26 | 7.92 | 24 | 7.32 | https://historicbridges.org/michigan/glendora1/little_5162011_114_small.jpg | https://historicbridges.org/michigan/glendora1/little_5162011_114.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/glendora1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.881960,-86.509090 | |||||||||||||||||
| 1390 | Glendora Road Bridge West | One of two nearly identical small utilitarian structures on this section of road. The technical description of the main or most noteworthy span of the bridge is a 26 ft (7.92 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 41.874720 | -86.536110 | Glendora Road | East Branch Galien River | Rural | Berrien County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1941 | 0 | Unknown | 1 | 1 | 26 | 7.92 | 27 | 8.23 | 24 | 7.32 | https://historicbridges.org/michigan/glendora2/little_5162011_133_small.jpg | https://historicbridges.org/michigan/glendora2/little_5162011_133.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/glendora2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.874720,-86.536110 | |||||||||||||||||
| 1391 | Glen Gable Bridge | This small arch bridge is buried in the weeds. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) stone Segmental deck arch, fixed. The bridge was primarily built by Super and Moulder. The bridge was primarily designed by Nathan R. Rambo. | 40.100640 | -75.836230 | Lewis Mill Road (PA-4031) | East Branch Brandywine Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1903 | 0 | Super and Moulder | Nathan R. Rambo | 6 | 4 | 20 | 6.1 | 40 | 12.19 | 15.4 | 4.69 | https://historicbridges.org/pennsylvania/chester144glengable/little_glengable005_small.jpg | https://historicbridges.org/pennsylvania/chester144glengable/little_glengable005.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester144glengable/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.100640,-75.836230 | ||||||||||||||
| 1394 | Glenlord Road Bridge | This curved t-beam features unaltered railings and a perfectly flat deck that has no arch to it. The technical description of the main or most noteworthy span of the bridge is a 96.8 ft (29.5 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 42.043390 | -86.498010 | Glenlord Road | I-94 | Lincoln Township | Berrien County, Michigan | Michigan | United States | Concrete | Curved | T-Beam | Fixed | 0 | Continuous | 4 | 0 | 0 | 1960 | 0 | Unknown | Michigan State Highway Department | 2 | 3 | 96.8 | 29.5 | 342 | 104.24 | 26 | 7.92 | https://historicbridges.org/michigan/glenlord/bkg_07photos029_small.jpg | https://historicbridges.org/michigan/glenlord/07photos057.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/glenlord/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.043390,-86.498010 | ||||||||||||||
| 1396 | Godfrey Avenue Bridge | An unaltered example of a steel stringer bridge featuring type R4 railings with the metal post variation. The technical description of the main or most noteworthy span of the bridge is a 57.7 ft (17.59 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.937610 | -85.690180 | Godfrey Avenue | Plaster Creek | Rural | Kent County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1956 | 0 | Unknown | 1 | 1 | 57.7 | 17.59 | 68 | 20.73 | 44 | 13.41 | https://historicbridges.org/michigan/godfrey/little_godfrey_ave_plaster_cr_24_small.jpg | https://historicbridges.org/michigan/godfrey/little_godfrey_ave_plaster_cr_24.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/godfrey/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.937610,-85.690180 | |||||||||||||||||
| 1397 | Golden Gate Bridge | This enormous suspension bridge is one of the most famous and beloved bridges on the planet. The technical description of the main or most noteworthy span of the bridge is a 4200 ft (1280.16 m) metal deck truss stiffening wire cable suspension, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by Charles Alton Ellis and Joseph Strauss. | 37.818430 | -122.478460 | US-101 and CA-1 | San Francisco Bay | San Francisco and Sausalito | San Francisco County, California and Marin County, California | California | United States | Metal | Deck Truss Stiffening | Wire Cable | Suspension | Fixed | 0 | 3 | Metal | Braced Ribbed | Deck | Arch | Fixed | 0 | 12 | 1937 | 1986 | Bethlehem Steel Company of Bethlehem, Pennsylvania | Charles Alton Ellis and Joseph Strauss | 10 | 10 | 4200 | 1280.16 | 8981 | 2737.41 | 62 | 18.9 | https://historicbridges.org/california/goldengate/little_day6_goldengatebridge08031_small.jpg | https://historicbridges.org/california/goldengate/little_day6_goldengatebridge08031.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/goldengate/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.818430,-122.478460 | |||||||||
| 1398 | ! | Goodells Road Pine River Bridge | An old example of the standard through girder bridge design for Michigan. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) concrete through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 42.983160 | -82.665230 | Goodells Road | Branch Pine River | Goodells | St. Clair County, Michigan | Michigan | United States | Concrete | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1916 | 0 | Unknown | Michigan State Highway Department | 5 | 4 | 30 | 9.14 | 35.8 | 10.91 | 24 | 7.32 | https://historicbridges.org/concrete/goodells1/07hbme583_small.jpg | https://historicbridges.org/concrete/goodells1/07hbme583.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/goodells1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.983160,-82.665230 | ||||||||||||||
| 1399 | Goodells Road Moore Creek Bridge | A variation of the standard through girder bridge design in Michigan. The technical description of the main or most noteworthy span of the bridge is a 26.6 ft (8.11 m) concrete through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 42.965730 | -82.664310 | Goodells Road | Moore Creek | Rural | St. Clair County, Michigan | Michigan | United States | Concrete | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1920 | 0 | Unknown | Michigan State Highway Department | 5 | 4 | 26.6 | 8.11 | 30.5 | 9.3 | 20.3 | 6.19 | https://historicbridges.org/concrete/goodells2/07stclair16_small.jpg | https://historicbridges.org/concrete/goodells2/07stclair16.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/goodells2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.965730,-82.664310 | |||||||||||||||
| 1400 | Goodells Road Moore Creek Branch Bridge | One of three concrete through girders on Goodells Road. The technical description of the main or most noteworthy span of the bridge is a 37 ft (11.28 m) concrete through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 42.955560 | -82.663610 | Goodells Road | Moore Creek Branch | Rural | St. Clair County, Michigan | Michigan | United States | Concrete | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1920 | 0 | Unknown | Michigan State Highway Department | 5 | 4 | 37 | 11.28 | 40.4 | 12.31 | 18.4 | 5.61 | https://historicbridges.org/michigan/goodells3/little_pict1716_small.jpg | https://historicbridges.org/michigan/goodells3/little_pict1716.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/goodells3/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.955560,-82.663610 | |||||||||||||||
| 1401 | Goodman Railroad Bridge | This is a heavilly skewed plate girder overpass. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. | 45.632830 | -88.355540 | Railroad (Soo Line) | US-8 | Goodman | Marinette County, Wisconsin | Wisconsin | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 2 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/wisconsin/goodmanus8/little_goodmanus8bridgewisconsin_2764_small.jpg | https://historicbridges.org/wisconsin/goodmanus8/little_goodmanus8bridgewisconsin_2764.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/goodmanus8/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.632830,-88.355540 | ||||||||||||||||
| 1402 | Goodrich Dam | This dam has an interesting bridge structure as part of its design. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. | 42.917150 | -83.502850 | Dam Access | Kearsley Creek | Goodrich | Genesee County, Michigan | Michigan | United States | Concrete | Slab | Fixed | 0 | 6 | 0 | 0 | 0 | 0 | Unknown | 4 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/goodrichdam/little_goodrichmi_small.jpg | https://historicbridges.org/michigan/goodrichdam/little_goodrichmi.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/goodrichdam/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.917150,-83.502850 | |||||||||||||||||
| 1403 | ! | Goodwin Road Bridge | This large two span structure is the only known bridge in Michigan built by the Riverside Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 148 ft (45.11 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Riverside Bridge Company of Martins Ferry, Ohio. | 42.914850 | -84.933060 | Goodwin Road | Grand River | Rural | Ionia County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 10 | 2 | 0 | 0 | 1909 | 0 | Riverside Bridge Company of Martins Ferry, Ohio | 7 | 8 | 148 | 45.11 | 300 | 91.44 | 13.5 | 4.11 | https://historicbridges.org/truss/goodwin/little_mar22_5277_small.jpg | https://historicbridges.org/truss/goodwin/little_mar22_5268.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/goodwin/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.914850,-84.933060 | |||||||||||||
| 1405 | Goshen Road Bridge | Even though it is not a truly ancient stone arch, this beautiful bridge has an elaborate design that is drawn from ancient European bridges. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) stone Elliptical deck arch, fixed. The bridge was primarily built by J. A. Morris. | 40.003600 | -75.371500 | Goshen Road (PA-1034) | Darby Creek | Rural | Delaware County, Pennsylvania | Pennsylvania | United States | Stone | Elliptical | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1905 | 0 | J. A. Morris | 8 | 8 | 45 | 13.72 | 84 | 25.6 | 21.7 | 6.61 | https://historicbridges.org/pennsylvania/goshenrd/little_goshenroad042_small.jpg | https://historicbridges.org/pennsylvania/goshenrd/little_goshenroad042.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/goshenrd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.003600,-75.371500 | |||||||||||||||
| 1406 | Gospel Street Bridge | Orange County Bridge 200, Sol Strauss and James M. Tucker Memorial Bridge | An old, beautifully decorated bridge built by a noteworthy company. The technical description of the main or most noteworthy span of the bridge is a 90.2 ft (27.49 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Cleveland Bridge and Iron Company of Cleveland, Ohio. | 38.554480 | -86.468440 | Gospel Street | Lick Creek | Paoli | Orange County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1880 | 0 | Cleveland Bridge and Iron Company of Cleveland, Ohio | 7 | 8 | 90.2 | 27.49 | 93 | 28.35 | 15.4 | 4.69 | https://historicbridges.org/indiana/gospel/little_addgospel_3569a_small.jpg | https://historicbridges.org/indiana/gospel/little_addgospel_3569a.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/gospel/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.554480,-86.468440 | |||||||||||||
| 1407 | Goulais River Bridge | A 1950s truss bridge, this is impressive to look at, and has an odd truss configuration. The technical description of the main or most noteworthy span of the bridge is a 298.5 ft (90.98 m) metal bolt-connected Modified Warren (Subdivided) through truss, fixed. The bridge was primarily built by Ardelt Industries of Canada. | 46.730870 | -84.349040 | TC-17 (KH-17) | Goulais River | Rural | Algoma District, Ontario | Ontario | Canada | Metal | Modified Warren (Subdivided) | Bolt-Connected | Through | Truss | Fixed | 16 | 1 | 0 | 0 | 1959 | 2017 | Ardelt Industries of Canada | 5 | 6 | 298.5 | 90.98 | 300 | 91.44 | 0 | 0 | https://historicbridges.org/truss/goulais/little_pict3232_small.jpg | https://historicbridges.org/truss/goulais/little_pict3232.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/goulais/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.730870,-84.349040 | ||||||||||||||
| 1408 | ! | Gower Road Bridge | A stunning example of a decent sized pin connected Pratt pony truss and likely dates to the 1880s. The technical description of the main or most noteworthy span of the bridge is a 77.8 ft (23.71 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. | 42.043270 | -85.116340 | Gower Road | Coldwater River | Rural | Branch County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Massillon Bridge Company of Massillon, Ohio | 7 | 8 | 77.8 | 23.71 | 81 | 24.69 | 13 | 3.96 | https://historicbridges.org/truss/gower/07hbme353_small1.jpg | https://historicbridges.org/truss/gower/07hbme358.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/gower/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.043270,-85.116340 | |||||||||||||
| 1409 | Gow's Bridge | This is a rare stone arch bridge in Ontario and is a designated heritage structure. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Daniel Keleher. | 43.536780 | -80.245970 | McCrae Boulevard | Speed River | Guelph | Wellington County, Ontario | Ontario | Canada | Stone | Segmental | Deck | Arch | Fixed | 0 | 2 | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 1897 | 0 | Daniel Keleher | 7 | 7 | 0 | 0 | 135.2 | 41.21 | 18.7 | 5.7 | https://historicbridges.org/ontario/gowsbridge/little_gowsbridge1219_small.jpg | https://historicbridges.org/ontario/gowsbridge/little_gowsbridge1219.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/gowsbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.536780,-80.245970 | ||||||||||
| 1410 | Gramer Road Bridge | This is a traditionally composed and unaltered 1950s steel stringer. The technical description of the main or most noteworthy span of the bridge is a 46 ft (14.02 m) metal continuous stringer (multi-beam), fixed. The bridge was primarily built by Northern Builders. | 42.684630 | -84.166560 | Gramer Road | Red Cedar River | Rural | Ingham County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | Continuous | 3 | 0 | 0 | 1953 | 0 | Northern Builders | 1 | 2 | 46 | 14.02 | 120 | 36.58 | 24 | 7.32 | https://historicbridges.org/michigan/gramer/little_p1470202_small.jpg | https://historicbridges.org/michigan/gramer/little_p1470202.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/gramer/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.684630,-84.166560 | ||||||||||||||||
| 1411 | Grand Auglaize Swinging Bridge | Brumley Swinging Bridge, Glaize Bridge | This is one of the longest and most unaltered of the few remaining extremely significant Missouri swinging bridges. The technical description of the main or most noteworthy span of the bridge is a 414 ft (126.19 m) metal wire cable suspension, fixed. The bridge was primarily built by Joseph A. Dice. | 38.077440 | -92.526680 | Swinging Bridges Road | Grand Auglaize Creek | Rural | Miller County, Missouri | Missouri | United States | Metal | Wire Cable | Suspension | Fixed | 0 | 1 | 0 | 2 | 1922 | 0 | Joseph A. Dice | 9 | 9 | 414 | 126.19 | 500 | 152.4 | 12 | 3.66 | https://historicbridges.org/missouri/grandauglaize/little_dscf6317_small.jpg | https://historicbridges.org/missouri/grandauglaize/little_dscf6292.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/grandauglaize/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.077440,-92.526680 | |||||||||||||||
| 1413 | Grand Avenue Bridge | A representative example of over twenty historic bridges that are part of the Chicago Milwaukee and St. Paul Railroad Grade Separation Historic District The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. | 44.950300 | -93.284200 | Grand Avenue | Railroad (Midtown Greenway Rail-Trail) | Minneapolis | Hennepin County, Minnesota | Minnesota | United States | Concrete | T-Beam | Fixed | 0 | 3 | 0 | 0 | 1914 | 0 | Unknown | 4 | 6 | 45 | 13.72 | 106 | 32.31 | 30 | 9.14 | https://historicbridges.org/minnesota/midtowngreenwaygrandave/little_midtowngreenwaygrandave2911_small.jpg | https://historicbridges.org/minnesota/midtowngreenwaygrandave/little_midtowngreenwaygrandave2911.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/midtowngreenwaygrandave/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.950300,-93.284200 | |||||||||||||||||
| 1414 | Grand Street Bridge | This bridge is an early surviving example of a concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 112 ft (34.14 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Leonard & Day of San Francisco, California. | 37.637230 | -120.983930 | Grand Street | Dry Creek | Modesto | Stanislaus County, California | California | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1907 | 0 | Unknown | Leonard & Day of San Francisco, California | 7 | 7 | 112 | 34.14 | 160 | 48.77 | 25.6 | 7.8 | https://historicbridges.org/california/grandstreet/little_day2_grandstreet01445_small.jpg | https://historicbridges.org/california/grandstreet/little_day2_grandstreet01445.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/grandstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.637230,-120.983930 | ||||||||||||||
| 1415 | Grand Blanc Railroad Bridge | Located on a former trunkline road, this is a large through plate girder with a heavy skew. The technical description of the main or most noteworthy span of the bridge is a 104 ft (31.7 m) metal through girder, fixed. The bridge was primarily built by L. A. Davidson of Saginaw, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 42.990278 | -83.676389 | Railroad (CSX | Saginaw Street | Grand Blanc | Genesee County, Michigan | Michigan | United States | Metal | Through | Girder | Fixed | 0 | 2 | 0 | 2 | 1940 | 0 | L. A. Davidson of Saginaw, Michigan | Michigan State Highway Department | 2 | 4 | 104 | 31.7 | 294 | 89.61 | 0 | 0 | https://historicbridges.org/michigan/grandblanc/little_img_1269_small.jpg | https://historicbridges.org/michigan/grandblanc/little_img_1269.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/grandblanc/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.990278,-83.676389 | |||||||||||||||
| 1417 | Grand Haven Swing Bridge | Both videos and photos are available for this magnificent and photogenic movable bridge! The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Warren through truss, movable: swing, Center Pier. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. | 43.075860 | -86.219540 | Railroad (CSX) | Grand River | Grand Haven and Ferrysburg | Ottawa County, Michigan | Michigan | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Swing | Center Pier | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 6 | 1908 | 0 | McClintic-Marshall Company of Pittsburgh, Pennsylvania | 7 | 8 | 150 | 45.72 | 0 | 0 | 0 | 0 | https://historicbridges.org/truss/grandhaven/little_p1550022_small.jpg | https://historicbridges.org/truss/grandhaven/little_p1550022.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/grandhaven/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.075860,-86.219540 | |||||||||
| 1418 | South Grand Island Bridges | One of these two glorious bridges was built in 1935 and the other in 1963, and are nearly identical. The technical description of the main or most noteworthy span of the bridge is a 400 ft (121.92 m) metal cantilever (arch and suspended deck) rivet-connected Pratt through truss, fixed. The bridge was primarily built by Taylor-Fichter Steel Construction Company of New York, New York. The bridge was primarily designed by Waddell and Hardesty of New York, New York. | 42.998560 | -78.936690 | I-190 | Niagara River (South Channel) | Grand Island | Erie County, New York | New York | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 0 | Cantilever (Arch and Suspended Deck) | 1 | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 0 | Cantilever | 32 | 1935 | 1963 | Taylor-Fichter Steel Construction Company of New York, New York | Waddell and Hardesty of New York, New York | 8 | 9 | 400 | 121.92 | 3437.2 | 1047.66 | 25 | 7.62 | https://historicbridges.org/newyork/grandislandsouth/bkg_newyork783_small.jpg | https://historicbridges.org/newyork/grandislandsouth/newyork2296.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/grandislandsouth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.998560,-78.936690 | |||||
| 1419 | Grand Ledge Railroad Bridge | One of the most impressive deck trusses in Michigan, this bridge spans the unusual sandstone cliffs that grace the edge of the river in this area. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. | 42.758200 | -84.755530 | Railroad (CSX) | Grand River | Grand Ledge | Eaton County, Michigan | Michigan | United States | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 6 | 3 | Metal | Deck | Girder | Fixed | 0 | 2 | 1904 | 0 | Pennsylvania Steel Company of Steelton, Pennsylvania | 6 | 7 | 120 | 36.58 | 466 | 142.04 | 10 | 3.05 | https://historicbridges.org/truss/grandledge/little_add_img_20220317_183002_small.jpg | https://historicbridges.org/truss/grandledge/little_add_img_20220317_183002.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/grandledge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.758200,-84.755530 | ||||||||||
| 1421 | Grand Rapids and Indiana Railroad Culvert | Porter Hollow Embankment and Culvert | This bridge is one of the best preserved stone arch bridges in Michigan and is part of an unusual construction history. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by James House of Edgarton, Michigan. | 43.165890 | -85.566660 | Railroad (White Pine Rail-Trail) | Stegman Creek (Porter Hollow) | Rural | Kent County, Michigan | Michigan | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1885 | 0 | James House of Edgarton, Michigan | 3 | 7 | 0 | 0 | 19 | 5.79 | 75 | 22.86 | https://historicbridges.org/michigan/porterhollow/little_gr_stegman_cr_2_small.jpg | https://historicbridges.org/michigan/porterhollow/little_gr_stegman_cr_2.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/porterhollow/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.165890,-85.566660 | ||||||||||||||
| 1422 | Grand Rapids Railroad Bridge | A large multi-span truss bridge stands out as significant in northwestern Ohio. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Toledo Bridge and Crane Company of Toledo, Ohio. | 41.414461 | -83.863176 | Railroad (Former Nickel Plate Road) | Maumee River | Grand Rapids | Lucas County, Ohio and Wood County, Ohio | Ohio | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 0 | 6 | 0 | 0 | 1916 | 0 | Toledo Bridge and Crane Company of Toledo, Ohio | 7 | 8 | 150 | 45.72 | 901 | 274.62 | 0 | 0 | https://historicbridges.org/ohio/grandrapidsrr/little_addgrandrapids_9271_small.jpg | https://historicbridges.org/ohio/grandrapidsrr/little_addgrandrapids_9271.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/grandrapidsrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.414461,-83.863176 | ||||||||||||||
| 1423 | Grand Rapids Swing Bridge | Pere Marquette Railroad Bridge | This spectacular railroad swing bridge is one of the most impressive of its kind in Michigan, and is very photogenic. The technical description of the main or most noteworthy span of the bridge is a 231 ft (70.41 m) metal pin-connected Pratt through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by American Bridge Company of New York, New York. | 42.958240 | -85.681010 | Railroad (Norfolk Southern) | Grand River | Grand Rapids | Kent County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 0 | 1 | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 3 | 1903 | 1922 | American Bridge Company of New York, New York | 7 | 8 | 231 | 70.41 | 654 | 199.34 | 30 | 9.14 | https://historicbridges.org/truss/grswing/little_pict2588_small.jpg | https://historicbridges.org/truss/grswing/little_pict5528.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/grswing/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.958240,-85.681010 | ||||||
| 1424 | Grand Rapids Veterans Home Cemetery Bridge | A fascinating approach to utilitarian bridge design where a bridge railing is load-bearing! The technical description of the main or most noteworthy span of the bridge is a metal Lattice through girder, fixed. The bridge was primarily built by Unknown. | 43.018640 | -85.658680 | Cemetery Drive | Lamberton Creek | Grand Rapids | Kent County, Michigan | Michigan | United States | Metal | Lattice | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/veteranshome/little_pict2660_small.jpg | https://historicbridges.org/michigan/veteranshome/little_pict2668.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/veteranshome/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.018640,-85.658680 | |||||||||||||||
| 1425 | Grand Ridge Road Bridge | This bridge appears to be an early example of a pin-connected truss bridge and is unaltered. The technical description of the main or most noteworthy span of the bridge is a 71 ft (21.64 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 41.242570 | -88.361380 | Grand Ridge Road (TR-109B, CR-3000 South) | West Fork Mazon River | Rural | Grundy County, Illinois | Illinois | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 1965 | Unknown | 7 | 7 | 71 | 21.64 | 72 | 21.95 | 11.8 | 3.6 | https://historicbridges.org/illinois/grandridgeroad/little_grandridgeroad1581_small.jpg | https://historicbridges.org/illinois/grandridgeroad/little_grandridgeroad1581.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/grandridgeroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.242570,-88.361380 | ||||||||||||||
| 1426 | Grand River Avenue Railroad Overpass | This trunkline grade separation has a very heavy skew. The technical description of the main or most noteworthy span of the bridge is a 92 ft (28.04 m) metal through girder, fixed. The bridge was primarily built by L. A. Davidson of Saginaw, Michigan. | 42.600790 | -83.912320 | Railroad (Ann Arbor Railroad) | Grand River Avenue (BL-96) | Howell | Livingston County, Michigan | Michigan | United States | Metal | Through | Girder | Fixed | 0 | 3 | 0 | 0 | 1937 | 0 | L. A. Davidson of Saginaw, Michigan | 2 | 5 | 92 | 28.04 | 189 | 57.61 | 0 | 0 | https://historicbridges.org/michigan/howellrr/little_p1430535_small.jpg | https://historicbridges.org/michigan/howellrr/little_p1430535.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/howellrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.600790,-83.912320 | ||||||||||||||||
| 1427 | Grand River Avenue Red Cedar River Bridge | This highly altered bridge is of limited significance, yet its alterations are unusual and of interest. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) metal deck girder, fixed. The bridge was primarily built by Unknown. | 42.709620 | -84.363930 | Grand River Avenue (M-43) | Red Cedar River | Rural | Ingham County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 2 | 0 | 0 | 1924 | 1932 | Unknown | 1 | 1 | 45 | 13.72 | 89 | 27.13 | 46 | 14.02 | https://historicbridges.org/michigan/grandrivercedar/little_p1130401_small.jpg | https://historicbridges.org/michigan/grandrivercedar/little_p1130401.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/grandrivercedar/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.709620,-84.363930 | ||||||||||||||||
| 1428 | Grand River Street Bridge | This bridge is an early and well-decorated example of its type. The technical description of the main or most noteworthy span of the bridge is a concrete rigid-frame, fixed. The bridge was primarily built by Keystone Contractors. | 43.192130 | -80.382960 | Grand River Street (Former KH-24A) | Nith River | Paris | Brant County, Ontario | Ontario | Canada | Concrete | Rigid-Frame | Fixed | 0 | 2 | 0 | 0 | 1932 | 0 | Keystone Contractors | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/grandriverstreetparis/little_grandriverstreetparis0451_small.jpg | https://historicbridges.org/ontario/grandriverstreetparis/little_grandriverstreetparis0451.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/grandriverstreetparis/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.192130,-80.382960 | |||||||||||||||||
| 1429 | Cayuga Railway Bridge | An impressive multi-span deck truss with a pleasing trapezoid truss shape and stone piers. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. | 42.954950 | -79.862990 | Railroad (Abandoned Canadian National) | Grand River | Cayuga | Haldimand County, Ontario | Ontario | Canada | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 5 | 5 | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | Unknown | 7 | 8 | 100 | 30.48 | 905 | 275.84 | 0 | 0 | https://historicbridges.org/truss/grandrrr/little_p1400433_small.jpg | https://historicbridges.org/truss/grandrrr/little_p1400433.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/grandrrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.954950,-79.862990 | ||||||||||
| 1430 | Grange Road Bridge | This is a spectacular example of a concrete camelback bridge, in excellent condition. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) concrete 90 Foot Plan curved chord through girder, fixed. The bridge was primarily built by Price Brothers Company of Lansing, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 42.972830 | -84.799000 | Grange Road | Stoney Creek | Rural | Clinton County, Michigan | Michigan | United States | Concrete | 90 Foot Plan | Curved Chord Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1923 | 0 | Price Brothers Company of Lansing, Michigan | Michigan State Highway Department | 7 | 7 | 90 | 27.43 | 92 | 28.04 | 20 | 6.1 | https://historicbridges.org/concrete/grange/little_dscf2400_small.jpg | https://historicbridges.org/concrete/grange/little_dscf2395.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/grange/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.972830,-84.799000 | ||||||||||||||
| 1431 | Grant Road Bridge | This bridge an excellent example of a 60 foot camelback bridge. The technical description of the main or most noteworthy span of the bridge is a 54.8 ft (16.7 m) concrete 60 Foot Plan curved chord through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 43.204680 | -84.674200 | Grant Road | Pine Creek | Rural | Gratiot County, Michigan | Michigan | United States | Concrete | 60 Foot Plan | Curved Chord Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1927 | 0 | Unknown | Michigan State Highway Department | 7 | 7 | 54.8 | 16.7 | 60 | 18.29 | 7 | 2.13 | https://historicbridges.org/michigan/grant/little_DSCF0385_small.jpg | https://historicbridges.org/michigan/grant/little_DSCF0385.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/grant/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.204680,-84.674200 | ||||||||||||||
| 1434 | Granville Center Bridge | County Bridge Number 14 | An attractive example of a classic bridge type built by a regionally prolific company. The technical description of the main or most noteworthy span of the bridge is a 69 ft (21.03 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. | 41.714510 | -76.706880 | Center Road (TR-326) | North Branch Towanda Creek | Granville Center | Bradford County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1894 | 1966 | Groton Bridge Company of Groton, New York | 6 | 6 | 69 | 21.03 | 71 | 21.64 | 15 | 4.57 | https://historicbridges.org/pennsylvania/granville/bkg_newyork252_small.jpg | https://historicbridges.org/pennsylvania/granville/newyork0731.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/granville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.714510,-76.706880 | |||||||||||||
| 1438 | Gravel Pike Bridge | This bridge is a representative example of a typical mid-20th century bridge in Pennsylvania. The technical description of the main or most noteworthy span of the bridge is a 62 ft (18.9 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 40.272530 | -75.473100 | Gravel Pike (PA-29 and PA-73) | Swamp Creek | Rural | Montgomery County, Pennsylvania | Pennsylvania | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 0 | 0 | 1947 | 0 | Unknown | 1 | 2 | 62 | 18.9 | 192 | 58.52 | 30 | 9.14 | https://historicbridges.org/pennsylvania/gravelpike/little_dscf0110_small.jpg | https://historicbridges.org/pennsylvania/gravelpike/little_dscf0110.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/gravelpike/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.272530,-75.473100 | |||||||||||||||||
| 1439 | Graysville Bridge | A classic example of a Whipple truss built by the Wrought Iron Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 201 ft (61.26 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 39.816300 | -80.797000 | Woodland and Graysville Road (CR-27) | Fish Creek | Graysville (Rural) | Marshall County, West Virginia | West Virginia | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 13 | 1 | 0 | 0 | 1882 | 0 | Wrought Iron Bridge Company of Canton, Ohio | 8 | 8 | 201 | 61.26 | 203 | 61.87 | 17 | 5.18 | https://historicbridges.org/wvirginia/graysville/bkg_07march462_small.jpg | https://historicbridges.org/wvirginia/graysville/07march1246.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/graysville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.816300,-80.797000 | ||||||||||||||
| 1443 | Green Bay Road Bridge | Green Bay Road Trusses | This truss's highly unusual design was a solution to putting sidewalks on a truss bridge with outriggers. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Unknown. | 42.271410 | -87.851740 | Green Bay Road | Railroad (Union Pacific) | Lake Bluff | Lake County, Illinois | Illinois | United States | Metal | Double-Intersection Warren | Rivet-Connected | Pony | Truss | Fixed | 7 | 3 | 0 | 0 | 0 | 1988 | Unknown | 7 | 7 | 70 | 21.34 | 170 | 51.82 | 26 | 7.92 | https://historicbridges.org/illinois/greenbayroad/little_greenbayroad1712_small.jpg | https://historicbridges.org/illinois/greenbayroad/little_greenbayroad1712.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/greenbayroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.271410,-87.851740 | |||||||||||||
| 1444 | Green Hill Road Bridge | This nice looking truss bridge deserves to be preserved. The technical description of the main or most noteworthy span of the bridge is a 98 ft (29.87 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. | 41.852540 | -80.727410 | Green Hill Road | Ashtabula River | Rural | Ashtabula County, Ohio | Ohio | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 1962 | Unknown | 6 | 6 | 98 | 29.87 | 104 | 31.7 | 16 | 4.88 | https://historicbridges.org/ohio/greenhillroad/little_greenhillroad0254_small.jpg | https://historicbridges.org/ohio/greenhillroad/little_greenhillroad0254.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/greenhillroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.852540,-80.727410 | ||||||||||||||
| 1445 | Green Road Bridge | This attractive bridge is an early rivet-connected truss, and an early polygonal Warren pony truss. The technical description of the main or most noteworthy span of the bridge is a 87 ft (26.52 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Capitol Construction Company of Columbus, Ohio. | 40.395000 | -82.872120 | Green Road (TR-222) | Alum Creek | Rural | Morrow County, Ohio | Ohio | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 1906 | 1989 | Capitol Construction Company of Columbus, Ohio | 7 | 7 | 87 | 26.52 | 91 | 27.74 | 15.4 | 4.69 | https://historicbridges.org/ohio/green5932602/little_green5932602_620_small.jpg | https://historicbridges.org/ohio/green5932602/little_green5932602_620.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/green5932602/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.395000,-82.872120 | ||||||||||||||
| 1447 | Green Valley Drive Bridge | A beautiful Parker truss, this bridge was part of a two span bridge that was relocated in 1938. The technical description of the main or most noteworthy span of the bridge is a 171 ft (52.12 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Kansas City Bridge Company of Kansas City, Missouri. | 38.947520 | -92.306510 | Green Valley Drive | Hinkson Creek | Columbia | Boone County, Missouri | Missouri | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1906 | 1938 | Kansas City Bridge Company of Kansas City, Missouri | 7 | 8 | 171 | 52.12 | 175 | 53.34 | 13.8 | 4.21 | https://historicbridges.org/missouri/greenvalley/little_dscf6044_small.jpg | https://historicbridges.org/missouri/greenvalley/little_dscf6044.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/greenvalley/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.947520,-92.306510 | ||||||||||||||
| 1448 | Green Valley Road Bridge | Brown County Bridge 33 | An uncommon example of a bolt-connected truss bridge from the era of rivets. The technical description of the main or most noteworthy span of the bridge is a 88 ft (26.82 m) metal bolt-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. | 39.189230 | -86.288420 | Green Valley Road | North Fork Salt Creek | Rural | Brown County, Indiana | Indiana | United States | Metal | Polygonal Warren | Bolt-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1915 | 0 | Unknown | 6 | 6 | 88 | 26.82 | 91.5 | 27.89 | 15.7 | 4.79 | https://historicbridges.org/indiana/greenvalleyroadbridge/little_greenvalleyroadbridge4799_small.jpg | https://historicbridges.org/indiana/greenvalleyroadbridge/little_greenvalleyroadbridge4799.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/greenvalleyroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.189230,-86.288420 | |||||||||||||
| 1449 | Greenleaf Drive Bridge | One of several tiny concrete arch bridges that were buried when the Red Run River was covered up in this area. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 42.500530 | -83.162260 | Greenleaf Drive | Red Run River | Royal Oak | Oakland County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/greenleaf/little_dsc00919_small.jpg | https://historicbridges.org/michigan/greenleaf/little_dsc00919.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/greenleaf/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.500530,-83.162260 | |||||||||||||||
| 1450 | Greenleaf Drive Railroad Overpass | One of twelve similar railroad over highway bridges in the county associated with a significant project. The technical description of the main or most noteworthy span of the bridge is a metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by A. Guthrie and Company of St. Paul, Minnesota. | 42.500650 | -83.156960 | Railroad (CN) | Greenleaf Drive | Royal Oak | Oakland County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 2 | 1930 | 0 | A. Guthrie and Company of St. Paul, Minnesota | 2 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/greenleafrr/little_dsc00912_small.jpg | https://historicbridges.org/michigan/greenleafrr/little_dsc00912.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/greenleafrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.500650,-83.156960 | |||||||||||||||||
| 1452 | Greenwalt Bridge | Glade Valley Road Bridge | A very small truss bridge, yet at only two panels, each panel is of decent size. The technical description of the main or most noteworthy span of the bridge is a 30.8 ft (9.39 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. | 44.829200 | -85.263800 | Glade Valley Road | Rapid River | Rural | Kalkaska County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 1910 | 0 | Unknown | 5 | 6 | 30.8 | 9.39 | 30.8 | 9.39 | 15.4 | 4.69 | https://historicbridges.org/michigan/gladevalley/little_dscf4519_small.jpg | https://historicbridges.org/michigan/gladevalley/little_dscf4519.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/gladevalley/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.829200,-85.263800 | |||||||||||||
| 1454 | Grimes Road Bridge | A traditionally composed, late example of an attractive historic bridge type. The technical description of the main or most noteworthy span of the bridge is a 112 ft (34.14 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by York Bridge Company of York, Pennsylvania. | 39.648430 | -77.288780 | Grimes Road | Toms Creek | Rural | Frederick County, Maryland | Maryland | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1914 | 1994 | York Bridge Company of York, Pennsylvania | 7 | 7 | 112 | 34.14 | 112 | 34.14 | 12.5 | 3.81 | https://historicbridges.org/maryland/grimes/little_pict3951_small.jpg | https://historicbridges.org/maryland/grimes/little_pict3951.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/grimes/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.648430,-77.288780 | ||||||||||||||
| 1455 | Grimms Bridge | One of the finest bridges in the county is this stunning Wrought Iron Bridge Company of Canton, Ohio Whipple truss. The technical description of the main or most noteworthy span of the bridge is a 154 ft (46.94 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 40.676080 | -80.540300 | Grimms Bridge Road (TR-1042) | Little Beaver Creek | Rural | Columbiana County, Ohio | Ohio | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1884 | 1960 | Wrought Iron Bridge Company of Canton, Ohio | 8 | 8 | 154 | 46.94 | 155 | 47.24 | 12 | 3.66 | https://historicbridges.org/ohio/grimms/little_pict0500_small.jpg | https://historicbridges.org/ohio/grimms/little_pict0500.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/grimms/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.676080,-80.540300 | ||||||||||||||
| 1456 | Grimsby Road 7 Bridge | This attractive truss bridge has been closed to vehicular traffic but remains accessible to pedestrians. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 43.109310 | -79.574700 | Grimsby Road 7 | 20 Mile Creek | Rural | Niagara Region, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/grimsbyroad7/little_p1400704_small.jpg | https://historicbridges.org/ontario/grimsbyroad7/little_p1400704.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/grimsbyroad7/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.109310,-79.574700 | ||||||||||||||
| 1457 | Griswold Road Bridge | Although the deck was repaired, this once-proud structure has experienced severe spalling of its concrete girders. The technical description of the main or most noteworthy span of the bridge is a 84 ft (25.6 m) concrete 90 Foot Plan curved chord through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 42.961910 | -82.593870 | Griswold Road | Pine River | Rural | St. Clair County, Michigan | Michigan | United States | Concrete | 90 Foot Plan | Curved Chord Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1925 | 0 | Unknown | Michigan State Highway Department | 7 | 8 | 84 | 25.6 | 90 | 27.43 | 22 | 6.71 | https://historicbridges.org/concrete/griswold/07hbme672_small.jpg | https://historicbridges.org/concrete/griswold/07hbme672.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/griswold/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.961910,-82.593870 | ||||||||||||||
| 1458 | Grosse Ile Free Bridge | Grosse Ile Parkway Bridge | This is a rare example both of a swing span and of a 1930s truss bridge on a highway in Michigan. The technical description of the main or most noteworthy span of the bridge is a 340 ft (103.63 m) metal rivet-connected Camelback through truss, movable: swing, Center Pier. The bridge was primarily built by Great Lakes Dredge and Dock Company of Chicago, Illinois. | 42.127380 | -83.174350 | Grosse Ile Parkway (Formerly Van Horn Road) | Trenton Channel (Detroit River) | Grosse Ile | Wayne County, Michigan | Michigan | United States | Metal | Camelback | Rivet-Connected | Through | Truss | Movable: Swing | Center Pier | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 10 | 1931 | 2007 | Great Lakes Dredge and Dock Company of Chicago, Illinois | 8 | 9 | 340 | 103.63 | 1024 | 312.12 | 20 | 6.1 | https://historicbridges.org/truss/grosseile/little_img_5519_small.jpg | https://historicbridges.org/truss/grosseile/little_img_5519.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/grosseile/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.127380,-83.174350 | ||||||||
| 1459 | Grosse Ile Toll Bridge | Bridge Road Bridge | This is one of the longest truss bridges in Michigan, and is a rare swing bridge. The technical description of the main or most noteworthy span of the bridge is a 304 ft (92.66 m) metal rivet-connected Polygonal Warren through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Whitehead and Kales Company of River Rouge, Michigan. The bridge was primarily designed by Detroit Bridge and Steel Works of River Rouge, Michigan. Special note about bridge location: Parking is not good for this bridge, aside from a boat launch at the northwest quadrant around the bridge. You can not walk across the. Bicycles are allowed however, and as such are the best way to get a good look at this bridge. It cost only 50 cents to cross, and that also paid for the return ride back across. | 42.173200 | -83.160670 | Bridge Road | Trenton Channel (Detroit River) | Grosse Ile | Wayne County, Michigan | Michigan | United States | Parking is not good for this bridge, aside from a boat launch at the northwest quadrant around the bridge. You can not walk across the. Bicycles are allowed however, and as such are the best way to get a good look at this bridge. It cost only 50 cents to cross, and that also paid for the return ride back across. | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 0 | 1 | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 4 | 1913 | 0 | Whitehead and Kales Company of River Rouge, Michigan | Detroit Bridge and Steel Works of River Rouge, Michigan | 8 | 9 | 304 | 92.66 | 1030 | 313.94 | 21.3 | 6.49 | https://historicbridges.org/truss/grosseiletoll/little_p1470066_small.jpg | https://historicbridges.org/truss/grosseiletoll/little_p1470075.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/grosseiletoll/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.173200,-83.160670 | ||||
| 1460 | Grosse Ile Parkway Canal Bridge | This traditional arch bridge was constructed by in-house county road commission forces. The technical description of the main or most noteworthy span of the bridge is a 51.8 ft (15.79 m) concrete Closed Spandrel arch, fixed. The bridge was primarily built by Board of Wayne County Road Commissioners. | 42.127800 | -83.183880 | Grosse Ile Parkway | Elizabeth Park Canal | Trenton | Wayne County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Arch | Fixed | 0 | 1 | 0 | 0 | 1931 | 0 | Board of Wayne County Road Commissioners | 3 | 5 | 51.8 | 15.79 | 51.8 | 15.79 | 38 | 11.58 | https://historicbridges.org/michigan/parkwaycanal/little_p1130758_small.jpg | https://historicbridges.org/michigan/parkwaycanal/little_p1130758.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/parkwaycanal/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.127800,-83.183880 | ||||||||||||||||
| 1462 | Grosvenor Railroad Bridge | Fayette Branch Railroad Bridge | Featuring extremely unusual design details that are testament to the ancient age of this bridge, this is an abandoned cast and wrought iron railroad truss in Michigan. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 41.836540 | -83.929750 | Railroad (Abandoned New York Central) | River Raisin | Rural | Lenawee County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 2 | 0 | 0 | 1877 | 1900 | King Bridge Company of Cleveland, Ohio | 9 | 10 | 105 | 32 | 210 | 64.01 | 0 | 0 | https://historicbridges.org/michigan/grosvenor/little_pict7716_small.jpg | https://historicbridges.org/michigan/grosvenor/little_pict7716.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/grosvenor/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.836540,-83.929750 | |||||||||||||
| 1464 | L | Grove Street Bridge | This bridge is an example of a standard plan beam bridge in Pennsylvania with attractive metal railings. The technical description of the main or most noteworthy span of the bridge is a 106 ft (32.31 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 40.997290 | -80.345220 | Grove Street | Neshannock Creek | New Castle | Lawrence County, Pennsylvania | Pennsylvania | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | 1950 | 0 | Unknown | 2 | 3 | 106 | 32.31 | 212 | 64.62 | 45.3 | 13.81 | https://historicbridges.org/pennsylvania/grove/little_pict9308_small.jpg | https://historicbridges.org/pennsylvania/grove/little_pict9308.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/grove/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.997290,-80.345220 | ||||||||||||||||
| 1465 | Grove Way Bridge | This rare curved chord through girder bridge is noted for its early construction date as well as its span length. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) concrete curved chord through girder, fixed. The bridge was primarily built by Thomas B. Russell of Hayward, California. The bridge was primarily designed by P. A. Haviland. | 37.680620 | -122.093770 | Grove Way | San Lorenzo Creek | Hayward | Alameda County, California | California | United States | Concrete | Curved Chord Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1915 | 0 | Thomas B. Russell of Hayward, California | P. A. Haviland | 7 | 8 | 60 | 18.29 | 63 | 19.2 | 25 | 7.62 | https://historicbridges.org/california/groveway/little_day4_grovewaybridge05286_small.jpg | https://historicbridges.org/california/groveway/little_day4_grovewaybridge05286.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/groveway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.680620,-122.093770 | |||||||||||||||
| 1467 | Grumman Avenue Bridge | One of the individually unique and beautiful bridges crossing one of the most important historic highways in the country. The technical description of the main or most noteworthy span of the bridge is a 63.3 ft (19.29 m) concrete rigid-frame, fixed. The bridge was primarily built by New Haven Construction Company of New Haven, Connecticut. | 41.153230 | -73.403920 | Grumman Avenue | Merritt Parkway (CT-15) | Norwalk | Fairfield County, Connecticut | Connecticut | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1938 | 0 | New Haven Construction Company of New Haven, Connecticut | 6 | 6 | 63.3 | 19.29 | 69 | 21.03 | 30 | 9.14 | https://historicbridges.org/connecticut/grumman/little_img_2219_small.jpg | https://historicbridges.org/connecticut/grumman/little_img_2219.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/grumman/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.153230,-73.403920 | |||||||||||||||||
| 1468 | Gualala Road Bridge | This bridge is a hidden treasure on a winding, extremely rural road through a redwood forest. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 38.779180 | -123.499520 | Gualala Road | North Fork Gualala River | Rural | Mendocino County, California | California | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 3 | 0 | 1940 | Unknown | 9 | 9 | 130 | 39.62 | 187 | 57 | 10.5 | 3.2 | https://historicbridges.org/california/gualala/little_day5_gualalaroadbridge06078_small.jpg | https://historicbridges.org/california/gualala/little_day5_gualalaroadbridge06078.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/gualala/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.779180,-123.499520 | |||||||||||
| 1469 | Guerneville Bridge | One of several bridges on the Russian River that are late but noteworthy examples of pin-connected truss bridges. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 38.500980 | -122.995520 | Pedestrian Walkway (Former CA-116 Alignment) | Russian River | Guerneville | Sonoma County, California | California | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 10 | 3 | Concrete | T-Beam | Fixed | 0 | 18 | 1922 | 0 | Unknown | 7 | 7 | 180 | 54.86 | 948.2 | 289.01 | 17 | 5.18 | https://historicbridges.org/california/guernevillebridge/little_day5_guernevillebridge06195_small.jpg | https://historicbridges.org/california/guernevillebridge/little_day5_guernevillebridge06195.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/guernevillebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.500980,-122.995520 | |||||||||||
| 1471 | Guinea Road Bridge | One of the individually unique and beautiful bridges crossing one of the most important historic highways in the country. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Paul Bacco Construction Company of Stamford, Connecticut. | 41.100880 | -73.592030 | Guinea Road | Merritt Parkway (CT-15) | Stamford | Fairfield County, Connecticut | Connecticut | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1937 | 0 | Paul Bacco Construction Company of Stamford, Connecticut | 6 | 6 | 80 | 24.38 | 100 | 30.48 | 31.5 | 9.6 | https://historicbridges.org/connecticut/guinea/pict7808b_small.jpg | https://historicbridges.org/connecticut/guinea/little_pict7808b.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/guinea/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.100880,-73.592030 | |||||||||||||||
| 1472 | Hacienda Bridge | This attractive and uncommon Camelback truss bridge has 1947 concrete approach spans, evidence that the truss span is a relocated and reused span. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 38.508680 | -122.927210 | River Road | Russian River | Rural | Sonoma County, California | California | United States | Metal | Camelback | Pin-Connected | Through | Truss | Fixed | 7 | 1 | Concrete | Slab | Fixed | 0 | 12 | 1914 | 1947 | American Bridge Company of New York, New York | 7 | 7 | 200 | 60.96 | 531 | 161.85 | 25.3 | 7.71 | https://historicbridges.org/california/riverroadrussianriver/little_day5_riverroadrussianriver06807_small.jpg | https://historicbridges.org/california/riverroadrussianriver/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/riverroadrussianriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.508680,-122.927210 | |||||||||||
| 1473 | ! | Hadfield Road Bridge | One of several plate girder bridges in the county with attractive stone abutments. The technical description of the main or most noteworthy span of the bridge is a 44 ft (13.41 m) metal through girder, fixed. The bridge was primarily built by Dunleavy Brothers of Coatesville, Pennsylvania. The bridge was primarily designed by Nathan R. Rambo. | 40.020120 | -75.780230 | Hadfield Road | Beaver Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1913 | 0 | Dunleavy Brothers of Coatesville, Pennsylvania | Nathan R. Rambo | 3 | 3 | 44 | 13.41 | 47 | 14.33 | 16 | 4.88 | https://historicbridges.org/pennsylvania/chester244hadfield/little_bridge244hatfieldcreamery004_small.jpg | https://historicbridges.org/pennsylvania/chester244hadfield/little_bridge244hatfieldcreamery004.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester244hadfield/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.020120,-75.780230 | ||||||||||||||
| 1474 | Hagwilget Bridge | This impressive suspension bridge is considered one of the highest bridges in North America. The technical description of the main or most noteworthy span of the bridge is a 460 ft (140.21 m) metal deck truss stiffening wire cable suspension, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by A. L. Carruthers. | 55.257520 | -127.604400 | BC-62 | Bulkley River (Hagwilget Canyon) | Rural | Kitimat-Stikine District, British Columbia | British Columbia | Canada | Metal | Deck Truss Stiffening | Wire Cable | Suspension | Fixed | 0 | 1 | 0 | 0 | 1931 | 0 | Unknown | A. L. Carruthers | 7 | 7 | 460 | 140.21 | 0 | 0 | 16 | 4.88 | https://historicbridges.org/britishcolumbia/hagwilget/little_4943525919_7d0ea11a74hagwilgetbridge_o_small.jpg | https://historicbridges.org/britishcolumbia/hagwilget/little_4943525919_7d0ea11a74hagwilgetbridge_o.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/hagwilget/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=55.257520,-127.604400 | ||||||||||||||
| 1476 | Hale Road Bridge | This bridge is noted for one of the few known surviving examples of bridges built by the Rochester Bridge and Construction Company. The technical description of the main or most noteworthy span of the bridge is a 56 ft (17.07 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Rochester Bridge and Construction Company of Rochester, New York. | 41.336390 | -79.541240 | Hale Road (TR-628) | East Sandy Creek | Rural | Venango County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1904 | 1994 | Rochester Bridge and Construction Company of Rochester, New York | 6 | 7 | 56 | 17.07 | 61 | 18.59 | 13.5 | 4.11 | https://historicbridges.org/pennsylvania/haleroad/little_haleroad1376_small.jpg | https://historicbridges.org/pennsylvania/haleroad/little_haleroad1376.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/haleroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.336390,-79.541240 | ||||||||||||||
| 1477 | Half Mile Bridge | Don River High Railway Bridge | This is a high level style deck plate girder bridge and it rests on massive concrete piers. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. | 43.683270 | -79.363220 | Railroad (Abandoned Canadian Pacific) | Don River, Don Valley Parkway, Bayview Avenue, and Railroad | Toronto | Toronto City, Ontario | Ontario | Canada | Metal | Deck | Girder | Fixed | 0 | 13 | 0 | 0 | 1928 | 0 | Unknown | 5 | 6 | 0 | 0 | 1100 | 335.28 | 0 | 0 | https://historicbridges.org/ontario/donriverhighrr/little_donriverhighrrbridge1586_small.jpg | https://historicbridges.org/ontario/donriverhighrr/little_donriverhighrrbridge1586.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/donriverhighrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.683270,-79.363220 | |||||||||||||||
| 1479 | Hall Road Bridge | This is an old steel stringer bridge that was bypassed by a replacement bridge and abandoned. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 43.072300 | -79.783270 | Hall Road | Wolf Creek | Hamilton | Hamilton City, Ontario | Ontario | Canada | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 1 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/hallroad/little_p1400599_small.jpg | https://historicbridges.org/ontario/hallroad/little_p1400599.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/hallroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.072300,-79.783270 | |||||||||||||||||
| 1480 | Halsted Street Little Calumet River Bridge | This bridge is among the older truss bridges on this waterway and has attractive lattice and v-lacing on its built-up beams. The technical description of the main or most noteworthy span of the bridge is a 230 ft (70.1 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 41.657560 | -87.641160 | Halsted Street (IL-1) | Little Calumet River | Chicago | Cook County, Illinois | Illinois | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | Pre-Stressed Concrete | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1931 | 1996 | Unknown | 6 | 7 | 230 | 70.1 | 420.3 | 128.11 | 44 | 13.41 | https://historicbridges.org/illinois/halstedlittlecalumet/little_p1260339_small.jpg | https://historicbridges.org/illinois/halstedlittlecalumet/little_p1260339.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/halstedlittlecalumet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.657560,-87.641160 | |||||||||||
| 1481 | Halsted Street North Branch Bridge | One of the younger examples of a deck truss bascule bridge in Chicago. The technical description of the main or most noteworthy span of the bridge is a 154 ft (46.94 m) metal rivet-connected Pratt deck truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Overland Construction Company of Chicago, Illinois. The bridge was primarily designed by City of Chicago. | 41.898010 | -87.647800 | Halsted Street | North Branch Chicago River | Chicago | Cook County, Illinois | Illinois | United States | Metal | Pratt | Rivet-Connected | Deck | Truss | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 1955 | 0 | Overland Construction Company of Chicago, Illinois | City of Chicago | 5 | 5 | 154 | 46.94 | 267 | 81.38 | 46 | 14.02 | https://historicbridges.org/illinois/halsted3/little_p1640027_8_9_tonemapped_small.jpg | https://historicbridges.org/illinois/halsted3/little_p1640027_8_9_tonemapped.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/halsted3/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.898010,-87.647800 | |||||||||
| 1483 | Halsted Street South Branch Bridge | This bridge is three trusses wide and still lifts for boats in the spring and fall seasons. The technical description of the main or most noteworthy span of the bridge is a 224 ft (68.28 m) metal rivet-connected Pratt pony truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Mount Vernon Bridge Company of Mount Vernon, Ohio. The bridge was primarily designed by City of Chicago. | 41.849444 | -87.646389 | Halsted Street | South Branch Chicago River | Chicago | Cook County, Illinois | Illinois | United States | Metal | Pratt | Rivet-Connected | Pony | Truss | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 1934 | 1988 | Mount Vernon Bridge Company of Mount Vernon, Ohio | City of Chicago | 6 | 6 | 224 | 68.28 | 316 | 96.32 | 90 | 27.43 | https://historicbridges.org/illinois/halsted/little_p1190892_small.jpg | https://historicbridges.org/illinois/halsted/little_p1190892.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/halsted/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.849444,-87.646389 | |||||||||
| 1486 | Hamilton Railroad Bridge | A beautiful three span railroad truss bridge is complimented by over a dozen stone arch approach spans! The technical description of the main or most noteworthy span of the bridge is a 240 ft (73.15 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 39.398710 | -84.568320 | Railroad (CSX) | Great Miami River | Hamilton | Butler County, Ohio | Ohio | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 3 | Stone | Semicircular | Deck | Arch | Fixed | 0 | 18 | 1913 | 0 | American Bridge Company of New York, New York | 7 | 8 | 240 | 73.15 | 1530 | 466.34 | 0 | 0 | https://historicbridges.org/ohio/hamiltonrr/little_img_20190922_082019_small.jpg | https://historicbridges.org/ohio/hamiltonrr/little_img_20190922_082019.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/hamiltonrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.398710,-84.568320 | |||||||||
| 1487 | Hamilton Railroad Bridge | This appears to be a rather old, and large example of wooden railroad bridge construction in Michigan. The technical description of the main or most noteworthy span of the bridge is a wood stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.676110 | -86.002180 | Railroad (Formerly CSX) | Rabbit River | Hamilton | Allegan County, Michigan | Michigan | United States | Wood | Stringer (Multi-Beam) | Fixed | 0 | 0 | 0 | 0 | 1916 | 0 | Unknown | 4 | 6 | 0 | 0 | 300 | 91.44 | 12 | 3.66 | https://historicbridges.org/michigan/hamiltonrr/bkg_07march596_small.jpg | https://historicbridges.org/michigan/hamiltonrr/07march1633.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/hamiltonrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.676110,-86.002180 | |||||||||||||||||
| 1488 | Hamilton Road Bridge | Allen County Bridge 242 | An excellent, restored example of Smith Bridge Company of Toledo, Ohio bridge construction. The technical description of the main or most noteworthy span of the bridge is a 119.8 ft (36.52 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Smith Bridge Company of Toledo, Ohio. | 40.945940 | -85.335620 | Hamilton Road | Eightmile Creek (Rebecca Knight Drain) | Rural | Allen County, Indiana and Huntington County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1883 | 1999 | Smith Bridge Company of Toledo, Ohio | 7 | 7 | 119.8 | 36.52 | 120.7 | 36.79 | 15.4 | 4.69 | https://historicbridges.org/truss/hamilton/little_hamiltonroadadd_4066_small.jpg | https://historicbridges.org/truss/hamilton/little_hamiltonroadadd_4066.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/hamilton/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.945940,-85.335620 | |||||||||||||
| 1489 | Hamilton Road Bridge | A small and photogenic truss does a good job of conveying the quaint designs of the past. The technical description of the main or most noteworthy span of the bridge is a 42 ft (12.8 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. | 41.736944 | -79.881944 | Hamilton Road (TR-743) | Muddy Creek | Rural | Crawford County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 1997 | Canton Bridge Company of Canton, Ohio | 6 | 5 | 42 | 12.8 | 47 | 14.33 | 12.8 | 3.9 | https://historicbridges.org/pennsylvania/hamilton/little_pict7153_small.jpg | https://historicbridges.org/pennsylvania/hamilton/little_pict7153.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/hamilton/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.736944,-79.881944 | ||||||||||||||
| 1490 | Hammersmith Bridge | This magnificent bridge is one of the most beautiful and ornately decorated bridges in the UK. The technical description of the main or most noteworthy span of the bridge is a 400 ft (121.92 m) metal pony truss stiffening eyebar chain suspension, fixed. The bridge was primarily built by Dixon, Appleby and Thorne. The bridge was primarily designed by Joseph Bazalgette. | 51.488170 | -0.230410 | Hammersmith Bridge Road (A306) | River Thames | London | Greater London, England | England | United Kingdom | Metal | Pony Truss Stiffening | Eyebar Chain | Suspension | Fixed | 0 | 3 | 0 | 0 | 1887 | 1973 | Dixon, Appleby and Thorne | Joseph Bazalgette | 10 | 10 | 400 | 121.92 | 700 | 213.36 | 27 | 8.23 | https://historicbridges.org/unitedkingdom/hammersmith/little_hammersmithbridge_2156_7_8vib_small.jpg | https://historicbridges.org/unitedkingdom/hammersmith/little_hammersmithbridge_2156_7_8vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/hammersmith/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.488170,-0.230410 | ||||||||||||||
| 1492 | Hanover Bridge | This long span Pratt truss is a highly significant, rare example of a Morse Bridge Company built bridge. The technical description of the main or most noteworthy span of the bridge is a 190 ft (57.91 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Morse Bridge Company of Youngstown, Ohio. | 45.153310 | -93.661890 | Millpond Trail | Crow River | Hanover | Hennepin County, Minnesota and Wright County, Minnesota | Minnesota | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 10 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1885 | 0 | Morse Bridge Company of Youngstown, Ohio | 7 | 8 | 190 | 57.91 | 231 | 70.41 | 15.5 | 4.72 | https://historicbridges.org/minnesota/hanover/little_hanover3182_small.jpg | https://historicbridges.org/minnesota/hanover/little_hanover3182.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/hanover/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.153310,-93.661890 | |||||||||||
| 1495 | Happy Hollow Road Bridge | 10 Mile Creek Bridge / Iowa Bridge Number 347800 | An example of one of the smallest and rarest truss bridge types in the country. The technical description of the main or most noteworthy span of the bridge is a 35 ft (10.67 m) metal multiple-type-connected Kingpost pony truss, fixed. The bridge was primarily built by R. D. Wheaton Bridge Company of Chicago, Illinois. | 43.337990 | -91.888770 | Happy Hollow Road | 10 Mile Creek | Rural | Winneshiek County, Iowa | Iowa | United States | Metal | Kingpost | Multiple-Type-Connected | Pony | Truss | Fixed | 2 | 1 | 0 | 0 | 1895 | 0 | R. D. Wheaton Bridge Company of Chicago, Illinois | 9 | 9 | 35 | 10.67 | 36 | 10.97 | 16 | 4.88 | https://historicbridges.org/iowa/happyhollow/little_dscf6019_small.jpg | https://historicbridges.org/iowa/happyhollow/little_dscf6019.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/happyhollow/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.337990,-91.888770 | |||||||||||||
| 1496 | Harbin Drive Bridge | Jefferson Avenue - Harbin Drive Bridge | This bridge and the Jefferson Avenue Bridge are joined together to form the appearance of a single bridge. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 42.042970 | -83.214240 | Harbin Drive | Silver Creek Channel | Rural | Wayne County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 1930 | Unknown | Michigan State Highway Department | 4 | 6 | 40 | 12.19 | 45 | 13.72 | 27 | 8.23 | https://historicbridges.org/concrete/harbin/little_pict0907_small.jpg | https://historicbridges.org/concrete/harbin/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/harbin/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.042970,-83.214240 | |||||||||||||
| 1497 | Hardin City Bridge | An extremely early, unusual, and intact example of a pre-1880 Whipple truss bridge with cast iron components. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Western Bridge Works of Fort Wayne, Indiana. | 42.448720 | -93.109460 | Exhibit | Exhibit | Rural | Hardin County, Iowa | Iowa | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1879 | 1989 | Western Bridge Works of Fort Wayne, Indiana | 8 | 9 | 140 | 42.67 | 140 | 42.67 | 16 | 4.88 | https://historicbridges.org/iowa/steamboatrock/little_dscf6057_small.jpg | https://historicbridges.org/iowa/steamboatrock/little_dscf6057.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/steamboatrock/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.448720,-93.109460 | ||||||||||||||
| 1498 | Hares Hill Road Bridge | Silver Bridge | This beautiful bridge is one of the rarest and most unique historic structures in the country! The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Bowstring pony truss, fixed. The bridge was primarily built by Moseley Iron Bridge and Roof Company of Boston, Massachusetts. | 40.141100 | -75.567950 | Hares Hill Road (PA-1045) | French Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Bowstring | Rivet-Connected | Pony | Truss | Fixed | 8 | 1 | 0 | 0 | 1869 | 0 | Moseley Iron Bridge and Roof Company of Boston, Massachusetts | 9 | 10 | 100 | 30.48 | 102 | 31.09 | 14.1 | 4.3 | https://historicbridges.org/pennsylvania/hareshill/little_dscf1199_small.jpg | https://historicbridges.org/pennsylvania/hareshill/little_dscf1199.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/hareshill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.141100,-75.567950 | |||||||||||||
| 1499 | Harrison Street Pedestrian Bridge | One of two attractive overpass walkways in Grant Park. The technical description of the main or most noteworthy span of the bridge is a metal (concrete encased) deck girder, fixed. The bridge was primarily built by Unknown. | 41.874450 | -87.622630 | Grant Park Walkway | Railroad (Metra Electric District, NICTD South Shore Line, Former Illinois Central) | Chicago | Cook County, Illinois | Illinois | United States | Metal (Concrete Encased) | Deck | Girder | Fixed | 0 | 3 | 0 | 0 | 0 | 0 | Unknown | 6 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/harrisonped/little_p2170770_small.jpg | https://historicbridges.org/illinois/harrisonped/little_p2170770.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/harrisonped/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.874450,-87.622630 | ||||||||||||||||
| 1500 | Harlem Avenue Bridges | One of these near-twin bridges is the oldest example of its unusual kind among the Chicago bascule collection. The technical description of the main or most noteworthy span of the bridge is a 224 ft (68.28 m) metal rivet-connected Warren deck truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Unknown. | 41.800930 | -87.801950 | Harlem Avenue (IL-43) | Chicago Sanitary and Ship Canal | Lyons | Cook County, Illinois | Illinois | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 1931 | 1990 | Unknown | 7 | 7 | 224 | 68.28 | 456.4 | 139.11 | 56 | 17.07 | https://historicbridges.org/illinois/harlem/little_pict9840_small.jpg | https://historicbridges.org/illinois/harlem/little_pict9840.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/harlem/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.800930,-87.801950 | ||||||||||
| 1501 | Harlem Avenue Calumet Sag Channel Bridge | One of several similar 1960s truss bridges on the Cal Sag Channel. The technical description of the main or most noteworthy span of the bridge is a 298 ft (90.83 m) metal bolt-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Alfred Benesch and Associates of Chicago, Illinois. | 41.677530 | -87.797070 | Harlem Avenue (IL-43) | Calumet Sag Channel | Worth | Cook County, Illinois | Illinois | United States | Metal | Polygonal Warren | Bolt-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 1964 | 0 | Unknown | Alfred Benesch and Associates of Chicago, Illinois | 4 | 3 | 298 | 90.83 | 427 | 130.15 | 51.8 | 15.79 | https://historicbridges.org/illinois/harlemcalsag/little_p1280273_small.jpg | https://historicbridges.org/illinois/harlemcalsag/little_p1280273.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/harlemcalsag/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.677530,-87.797070 | ||||||||||
| 1503 | Harpersfield Bridge | Metal Truss Span | This metal truss span discussing the historic metal truss span that replaced one of two covered bridge spans destroyed The technical description of the main or most noteworthy span of the bridge is a 136.2 ft (41.51 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Riverside Bridge Company of Martins Ferry, Ohio. | 41.756520 | -80.944140 | Harpersfield Road | Grand River | Rural | Ashtabula County, Ohio | Ohio | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1913 | 1990 | Riverside Bridge Company of Martins Ferry, Ohio | 6 | 7 | 136.2 | 41.51 | 139 | 42.37 | 16 | 4.88 | https://historicbridges.org/ohio/harpersfield/little_harpersfield0214_small.jpg | https://historicbridges.org/ohio/harpersfield/little_harpersfield0214.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/harpersfield/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.756520,-80.944140 | |||||||||||||
| 1504 | Center Village Railroad Bridge | This is a forgotton multi-span truss bridge partly buried in the woods. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 42.179260 | -75.614480 | Railroad (Abandoned Delaware and Hudson Railroad) | Susquehanna River | Center Village | Broome County, New York | New York | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 3 | 0 | 0 | 1908 | 0 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/harpursville/newyork1289_small.jpg | https://historicbridges.org/newyork/harpursville/newyork1279.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/harpursville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.179260,-75.614480 | ||||||||||||||
| 1505 | Harriman Railroad Bridge | An altered approach system leads to an unaltered and impressive through truss main span. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 35.930140 | -84.556570 | Railroad (CSX) | Emory River | Harriman | Roane County, Tennessee | Tennessee | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Deck | Girder | Fixed | 0 | 0 | 1910 | 0 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/tennessee/emoryriverharriman/little_dsc_8852_small.jpg | https://historicbridges.org/tennessee/emoryriverharriman/little_dsc_8852.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/emoryriverharriman/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.930140,-84.556570 | ||||||||||
| 1506 | Harris City Bridge | Decatur County Bridge 117 | This bridge has been substantially altered, but still retains pre-1900 stone arch construction. The technical description of the main or most noteworthy span of the bridge is a 23.6 ft (7.19 m) stone Segmental deck arch, fixed. The bridge was primarily built by George Bussell Company. | 39.277450 | -85.528830 | CR-400 South | Muddy Fork of Sand Creek | Rural | Decatur County, Indiana | Indiana | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1892 | 1992 | George Bussell Company | 5 | 2 | 23.6 | 7.19 | 50.5 | 15.39 | 25 | 7.62 | https://historicbridges.org/indiana/cr400swest/little_cr400swest3477_small.jpg | https://historicbridges.org/indiana/cr400swest/little_cr400swest3477.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/cr400swest/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.277450,-85.528830 | ||||||||||||||
| 1508 | Harrison Street Bridge | This is one of the later examples of the pony/deck truss combination bridges. The technical description of the main or most noteworthy span of the bridge is a 210 ft (64.01 m) metal rivet-connected Pratt railing height truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Overland Construction Company of Chicago, Illinois. The bridge was primarily designed by City of Chicago. | 41.874444 | -87.636111 | Harrison Street | South Branch Chicago River | Chicago | Cook County, Illinois | Illinois | United States | Metal | Pratt | Rivet-Connected | Railing Height | Truss | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 1960 | 2006 | Overland Construction Company of Chicago, Illinois | City of Chicago | 5 | 4 | 210 | 64.01 | 279 | 85.04 | 44 | 13.41 | https://historicbridges.org/illinois/harrison/little_dscf3708_small.jpg | https://historicbridges.org/illinois/harrison/little_dscf3708.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/harrison/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.874444,-87.636111 | |||||||||
| 1509 | Harrison Street Bridge | This is a nice looking curved t-beam overpass hidden right in downtown San Francisco. The technical description of the main or most noteworthy span of the bridge is a 83 ft (25.3 m) concrete curved t-beam, fixed. The bridge was primarily built by Unknown. | 37.787470 | -122.391250 | Harrison Street | Beale Street | San Francisco | San Francisco County, California | California | United States | Concrete | Curved | T-Beam | Fixed | 0 | 3 | 0 | 0 | 1936 | 0 | Unknown | 3 | 5 | 83 | 25.3 | 181 | 55.17 | 66.6 | 20.3 | https://historicbridges.org/california/harrison/little_day5_harrisonstreetbridge06230_small.jpg | https://historicbridges.org/california/harrison/little_day5_harrisonstreetbridge06230.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/harrison/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.787470,-122.391250 | ||||||||||||||||
| 1511 | Hartman Bridge | New Hamburg Bridge | This bridge is the centerpiece of New Hamburg, and has been beautifully restored! The technical description of the main or most noteworthy span of the bridge is a 136.2 ft (41.51 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. | 43.378030 | -80.713020 | Huron Street | Nith River | Wilmot Township (New Hamburg) | Waterloo Region, Ontario | Ontario | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1936 | 2006 | Hamilton Bridge Company of Hamilton, Ontario | 7 | 8 | 136.2 | 41.51 | 136.2 | 41.51 | 37.4 | 11.4 | https://historicbridges.org/ontario/newhamburg/bkg_ontario40_small.jpg | https://historicbridges.org/ontario/newhamburg/hartman06.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/newhamburg/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.378030,-80.713020 | |||||||||||||
| 1512 | Hartman Road Bridge | This pony truss has an unusual bottom chord design. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 42.143250 | -83.781380 | Hartman Road (Abandoned Section) | Saline River | Rural | Washtenaw County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/hartman/little_pict7643_small.jpg | https://historicbridges.org/michigan/hartman/little_pict7643.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/hartman/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.143250,-83.781380 | ||||||||||||||
| 1513 | Harvey Bridge | 19 Road Bridge | Seated on caissons, this is the only remaining truss bridge in the county, and should be preserved. The technical description of the main or most noteworthy span of the bridge is a 79.7 ft (24.29 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 44.438889 | -85.641944 | 19 Road | Manistee River | Rural | Wexford County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1906 | 0 | Unknown | 6 | 9 | 79.7 | 24.29 | 119.8 | 36.52 | 16 | 4.88 | https://historicbridges.org/michigan/harvey/little_dscf4381_small.jpg | https://historicbridges.org/michigan/harvey/little_dscf4381.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/harvey/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.438889,-85.641944 | ||||||||||
| 1514 | Harveys Bridge | An uncommon example of a multi-span concrete through girder bridge. The technical description of the main or most noteworthy span of the bridge is a 39 ft (11.89 m) concrete through girder, fixed. The bridge was primarily built by Unknown. | 39.934550 | -75.750150 | Laurel Road | West Branch Brandywine Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Concrete | Through | Girder | Fixed | 0 | 3 | 0 | 0 | 1926 | 0 | Unknown | 6 | 6 | 39 | 11.89 | 136 | 41.45 | 16.4 | 5 | https://historicbridges.org/pennsylvania/chester92harveys/little_harveysbridge92001_small.jpg | https://historicbridges.org/pennsylvania/chester92harveys/little_harveysbridge92001.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester92harveys/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.934550,-75.750150 | ||||||||||||||||
| 1515 | ! | Hastings Bridge | One of only a few surviving unaltered heritage swing bridges on the Trent-Severn Waterway. The technical description of the main or most noteworthy span of the bridge is a metal through girder, movable: swing, Center Bearing Bobtail. The bridge was primarily built by Unknown. | 44.309140 | -77.956540 | Bridge Street (CR-45) | Trent River (Trent-Severn Waterway) | Hastings | Northumberland County, Ontario | Ontario | Canada | Metal | Through | Girder | Movable: Swing | Center Bearing Bobtail | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/hastingshwy45/little_p1580860_small.jpg | https://historicbridges.org/ontario/hastingshwy45/little_p1580888.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/hastingshwy45/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.309140,-77.956540 | ||||||||||||||
| 1520 | Haupt Creek Bridge | Stewarts Point - Skaggs Springs Road Bridge | This extremely rare Phoenix column truss bridge is surrounded by redwood trees on this scenic rural road. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 38.661470 | -123.321680 | Stewarts Point - Skaggs Springs Road | Haupt Creek | Rural | Sonoma County, California | California | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 0 | 1937 | Unknown | 9 | 9 | 130 | 39.62 | 134 | 40.84 | 13 | 3.96 | https://historicbridges.org/california/hauptcreekbridge/little_day5_hauptcreekbridge06292_small.jpg | https://historicbridges.org/california/hauptcreekbridge/little_day5_hauptcreekbridge06292.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/hauptcreekbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.661470,-123.321680 | |||||||||||||
| 1521 | Hawthorne Bridge | The smallest of three bridges on this section of Sheridan Road that are noted for a decorative stone arch facing. The technical description of the main or most noteworthy span of the bridge is a 55 ft (16.76 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.132800 | -87.749800 | Sheridan Road | Ravine Number 3 | Glencoe | Cook County, Illinois | Illinois | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1923 | 1979 | Unknown | 5 | 4 | 55 | 16.76 | 61 | 18.59 | 30 | 9.14 | https://historicbridges.org/illinois/sheridansouth/little_sheridansouth1739_small.jpg | https://historicbridges.org/illinois/sheridansouth/little_sheridansouth1739.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/sheridansouth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.132800,-87.749800 | |||||||||||||||||
| 1524 | Hayworth Creek Private Bridge | A traditional truss bridge on private property and is noted for its riveted, built-up floorbeams. The technical description of the main or most noteworthy span of the bridge is a 56 ft (17.07 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on private property. The bridge is visible in the winter from the nearby public road. | 43.048270 | -84.668080 | Private Access | Hayworth Creek | Rural | Clinton County, Michigan | Michigan | United States | This bridge is on private property. The bridge is visible in the winter from the nearby public road. | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 56 | 17.07 | 56 | 17.07 | 0 | 0 | https://historicbridges.org/michigan/hayworth/little_ahayworthcreek_small.jpg | https://historicbridges.org/michigan/hayworth/little_ahayworthcreek.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/hayworth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.048270,-84.668080 | |||||||||||||
| 1525 | Hayes Street Bridge | A very early and unaltered example of a metal stringer designed by the Michigan State Highway Department. The technical description of the main or most noteworthy span of the bridge is a 31.8 ft (9.69 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Peninsular Construction Company of Grand Rapids, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 43.031000 | -85.822110 | Hayes Street | Sand Creek Branch | Rural | Ottawa County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1923 | 0 | Peninsular Construction Company of Grand Rapids, Michigan | Michigan State Highway Department | 2 | 3 | 31.8 | 9.69 | 33.8 | 10.3 | 35 | 10.67 | https://historicbridges.org/michigan/marne/little_dscf8337_small.jpg | https://historicbridges.org/michigan/marne/little_dscf8337.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/marne/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.031000,-85.822110 | ||||||||||||||||
| 1529 | Hazen Road Bridge | This is a very short pony truss that has been abandoned, yet has preservation potential. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 42.663050 | -80.536970 | Hazen Road | Venison Creek | Rural | Norfolk County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/hazenroad/little_p1600155_6_7_tonemapped_small.jpg | https://historicbridges.org/ontario/hazenroad/little_p1600155_6_7_tonemapped.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/hazenroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.663050,-80.536970 | ||||||||||||||
| 1531 | Healdsburg Memorial Bridge | Redwood Highway Bridge | This magnificent bridge is a centerpiece and gateway for Healdsburg and is being preserved for future generations to enjoy. The technical description of the main or most noteworthy span of the bridge is a 198 ft (60.35 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by J. C. Lewis. | 38.604010 | -122.860180 | Healdsburg Avenue (Former Redwood Highway) | Russian River | Healdsburg | Sonoma County, California | California | United States | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 10 | 2 | 0 | 0 | 1921 | 0 | American Bridge Company of New York, New York | J. C. Lewis | 8 | 9 | 198 | 60.35 | 438 | 133.5 | 21 | 6.4 | https://historicbridges.org/california/healdsburg/little_day5_healdsburg06413_small.jpg | https://historicbridges.org/california/healdsburg/little_day5_healdsburg06413.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/healdsburg/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.604010,-122.860180 | ||||||||||||
| 1532 | Healdsburg Railroad Bridge | This interesting railroad bridge has two distinctly different span designs. The technical description of the main or most noteworthy span of the bridge is a 181 ft (55.17 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by Unknown. | 38.605000 | -122.860260 | Railroad (Northwestern Pacific) | Russian River | Healdsburg | Sonoma County, California | California | United States | Metal | Camelback | Pin-Connected | Through | Truss | Fixed | 7 | 1 | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 4 | 0 | 1921 | 0 | Unknown | 6 | 7 | 181 | 55.17 | 375 | 114.3 | 0 | 0 | https://historicbridges.org/california/healdsburgrr/little_day5_healdsburgrr06477_small.jpg | https://historicbridges.org/california/healdsburgrr/little_day5_healdsburgrr06477.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/healdsburgrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.605000,-122.860260 | ||||||||
| 1533 | Hebron Town Hall Road Bridge | One of a couple curved t-beams that survive with original railings in northern Michigan, this bridge has a 39 degree skew. The technical description of the main or most noteworthy span of the bridge is a 92 ft (28.04 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Johnson-Greene Company. The bridge was primarily designed by Michigan State Highway Department. | 45.679080 | -84.680810 | Hebron Town Hall Road | I-75 | Rural | Cheboygan County, Michigan | Michigan | United States | Concrete | Curved | T-Beam | Fixed | 0 | Continuous | 4 | 0 | 0 | 1960 | 0 | Johnson-Greene Company | Michigan State Highway Department | 2 | 3 | 92 | 28.04 | 294 | 89.61 | 24 | 7.32 | https://historicbridges.org/michigan/hebrontownhall/little_p1310453_small.jpg | https://historicbridges.org/michigan/hebrontownhall/little_p1310453.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/hebrontownhall/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.679080,-84.680810 | ||||||||||||||
| 1534 | Heffernan Street Bridge | This bridge is a unique concrete arch foot bridge that is a designated heritage bridge. The technical description of the main or most noteworthy span of the bridge is a concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Galbraith and Cate. The bridge was primarily designed by Ernest E. Clawson. | 43.548520 | -80.247470 | Heffernan Street (Pedestrian Walkway) | Speed River and Railroad (Royal Recreation Rail-Trail) | Guelph | Wellington County, Ontario | Ontario | Canada | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 2 | Concrete | Slab | Fixed | 0 | 9 | 1914 | 1991 | Galbraith and Cate | Ernest E. Clawson | 6 | 6 | 0 | 0 | 490 | 149.35 | 0 | 0 | https://historicbridges.org/ontario/heffernanstreet/little_heffernanstreet1373_small.jpg | https://historicbridges.org/ontario/heffernanstreet/little_heffernanstreet1373.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/heffernanstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.548520,-80.247470 | |||||||||||
| 1535 | Hendricks Ford Bridge | Hendrickson Ford Bridge | This very old truss bridge is a rare example of a multi-span Whipple truss, and has several unusual details. The technical description of the main or most noteworthy span of the bridge is a 158 ft (48.16 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. Special note about bridge location: This bridge is abandoned. Approach from the east, since west of this bridge is U.S. military property. | 39.339160 | -85.987170 | Hendricks Ford Road | Driftwood River | Rural | Bartholomew County, Indiana | Indiana | United States | This bridge is abandoned. Approach from the east, since west of this bridge is U.S. military property. | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 11 | 2 | 0 | 0 | 1880 | 0 | King Bridge Company of Cleveland, Ohio | 8 | 8 | 158 | 48.16 | 316 | 96.32 | 0 | 0 | https://historicbridges.org/indiana/hendricksfordbridge/little_hendricksfordbridge2889_small.jpg | https://historicbridges.org/indiana/hendricksfordbridge/little_hendricksfordbridge2889.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/hendricksfordbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.339160,-85.987170 | ||||||||||||
| 1538 | Henszey's Wrought Iron Bridge | Mosser's Bridge | The last of its design in the country, among the oldest metal bridges in the country, and today a college centerpiece. The technical description of the main or most noteworthy span of the bridge is a 92.3 ft (28.13 m) metal rivet-connected Bowstring pony truss, fixed. The bridge was primarily built by Continental Bridge Company of Philadelphia, Pennsylvania. The bridge was primarily designed by Joseph G. Henszey. | 40.304630 | -76.933990 | Pedestrian Walkway | Dry Land | Summerdale | Cumberland County, Pennsylvania | Pennsylvania | United States | Metal | Bowstring | Rivet-Connected | Pony | Truss | Fixed | 8 | 1 | 0 | 0 | 1869 | 2002 | Continental Bridge Company of Philadelphia, Pennsylvania | Joseph G. Henszey | 9 | 9 | 92.3 | 28.13 | 92.3 | 28.13 | 18 | 5.49 | https://historicbridges.org/pennsylvania/henszey/little_img_5581_small.jpg | https://historicbridges.org/pennsylvania/henszey/little_img_5581.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/henszey/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.304630,-76.933990 | ||||||||||||
| 1541 | Herron Creek Railroad Bridge | This tiny stone arch bridge is an uncommon structure type in the region. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 42.709550 | -84.457650 | Railroad (CSX) | Herron Creek | Rural | Ingham County, Michigan | Michigan | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/herroncreekrr/little_p1330074_small.jpg | https://historicbridges.org/michigan/herroncreekrr/little_p1330074.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/herroncreekrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.709550,-84.457650 | |||||||||||||||
| 1542 | Herr's Island Railroad Bridge | West Penn Railroad Bridge | This bridge is part of a fairly popular walkway with great views of the city, and is noted for its vertical end posts. The technical description of the main or most noteworthy span of the bridge is a 192 ft (58.52 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 40.460290 | -79.981530 | Railroad (Rail-Trail) | Allegheny River Back Channel | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | Metal | Deck | Girder | Fixed | 0 | 2 | 1903 | 0 | Unknown | 7 | 6 | 192 | 58.52 | 278 | 84.73 | 20 | 6.1 | https://historicbridges.org/pennsylvania/herrsisland/little_dscf0280_small.jpg | https://historicbridges.org/pennsylvania/herrsisland/little_dscf0280.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/herrsisland/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.460290,-79.981530 | |||||||||
| 1543 | Hertzlers Bridge | An excellent example of an uncommon historic bridge type built by a prominent regional bridge builder. The technical description of the main or most noteworthy span of the bridge is a 216 ft (65.84 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Pittsburgh Bridge Company of Pittsburgh, Pennsylvania, Nelson and Buchanan of Chambersburg, Pennsylvania Agents. | 40.221320 | -77.258610 | Creek Road (TR-427) | Conodoguinet Creek | Rural | Cumberland County, Pennsylvania | Pennsylvania | United States | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 12 | 1 | 0 | 0 | 1896 | 1960 | Pittsburgh Bridge Company of Pittsburgh, Pennsylvania, Nelson and Buchanan of Chambersburg, Pennsylvania Agents | 8 | 8 | 216 | 65.84 | 218 | 66.45 | 14.8 | 4.51 | https://historicbridges.org/pennsylvania/creekrd/little_dscf2409_small.jpg | https://historicbridges.org/pennsylvania/creekrd/little_dscf2409.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/creekrd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.221320,-77.258610 | ||||||||||||||
| 1544 | Heshbon Bridge | This standard plan bridge is a relatively small example of its type, but retains original railings. The technical description of the main or most noteworthy span of the bridge is a 153 ft (46.63 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Paul Construction Company. The bridge was primarily designed by Pennsylvania State Highway Department. | 40.472640 | -79.096160 | PA-259 | Black Lick Creek | Heshbon (Rural) | Indiana County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1941 | 0 | Paul Construction Company | Pennsylvania State Highway Department | 5 | 5 | 153 | 46.63 | 158 | 48.16 | 26 | 7.92 | https://historicbridges.org/pennsylvania/heshbon/bkg_swpenn0742_small.jpg | https://historicbridges.org/pennsylvania/heshbon/swpenn071303.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/heshbon/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.472640,-79.096160 | |||||||||||||
| 1547 | Hibernia County Park Railroad Bridge | This old concrete railroad bridge is now part of a trail. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. | 40.021590 | -75.847440 | Railroad (Rail-Trail) | West Branch Brandywine Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Concrete | Slab | Fixed | 0 | 6 | 0 | 0 | 0 | 0 | Unknown | 1 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/hibernia/little_wilmandnrthnhibernia009_small.jpg | https://historicbridges.org/pennsylvania/hibernia/little_wilmandnrthnhibernia009.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/hibernia/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.021590,-75.847440 | |||||||||||||||||
| 1551 | Hickory Island Road Bridge | An impressive pin connected Pratt through truss with large lattice railings. The technical description of the main or most noteworthy span of the bridge is a 128 ft (39.01 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 44.015140 | -83.823980 | Hickory Island Road | Rifle River | Rural | Arenac County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 8 | 128 | 39.01 | 128 | 39.01 | 17.1 | 5.21 | https://historicbridges.org/truss/hickoryisland/little_p1320288_small.jpg | https://historicbridges.org/truss/hickoryisland/little_p1320288.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/hickoryisland/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.015140,-83.823980 | ||||||||||||||
| 1554 | Higginsville Road Bridge South | One of two completely different bridges sharing a same earthen pier forming a unique and beautiful arrangement. The technical description of the main or most noteworthy span of the bridge is a 102 ft (31.09 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 40.508920 | -74.785700 | Higginsville Road | South Branch Raritan River | Rural | Hunterdon County, New Jersey and Somerset County, New Jersey | New Jersey | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1893 | 2000 | Wrought Iron Bridge Company of Canton, Ohio | 7 | 7 | 102 | 31.09 | 105 | 32 | 15 | 4.57 | https://historicbridges.org/newjersey/higginsville1/little_pict5702_small.jpg | https://historicbridges.org/newjersey/higginsville1/little_pict5704.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/higginsville1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.508920,-74.785700 | ||||||||||||||
| 1555 | Higginsville Road Bridge North | Sharing an earthen pier with another historic truss, this bridge was built by a rarely seen builder. The technical description of the main or most noteworthy span of the bridge is a 103 ft (31.39 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Milliken Brothers of Brooklyn, New York. | 40.509320 | -74.785130 | Higginsville Road | South Branch Raritan River | Rural | Hunterdon County, New Jersey and Somerset County, New Jersey | New Jersey | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1890 | 2000 | Milliken Brothers of Brooklyn, New York | 7 | 7 | 103 | 31.39 | 106 | 32.31 | 15 | 4.57 | https://historicbridges.org/newjersey/higginsville2/little_pict5768_small.jpg | https://historicbridges.org/newjersey/higginsville2/little_pict5768.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/higginsville2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.509320,-74.785130 | ||||||||||||||
| 1557 | High Bridge | This mammoth bridge designed by a famous engineer is part of an interesting bridge history at this site. The technical description of the main or most noteworthy span of the bridge is a 353 ft (107.59 m) metal continuous (straight chords) rivet-connected Baltimore deck truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Gustav Lindenthal. | 37.817120 | -84.720140 | Railroad (Norfolk Southern, Cincinnati Southern) | Kentucky River | Rural | Jessamine County, Kentucky and Mercer County, Kentucky | Kentucky | United States | Metal | Baltimore | Rivet-Connected | Deck | Truss | Fixed | 12 | Continuous (Straight Chords) | 3 | Metal | Deck | Girder | Fixed | 0 | 2 | 1911 | 0 | American Bridge Company of New York, New York | Gustav Lindenthal | 9 | 10 | 353 | 107.59 | 1173 | 357.53 | 0 | 0 | https://historicbridges.org/kentucky/high/little_045_small.jpg | https://historicbridges.org/kentucky/high/little_045.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/high/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.817120,-84.720140 | ||||||||
| 1559 | High Street Bridge | Associated with Depression era relief programs, this is the more narrow of two nice looking historic bascule bridges in Alameda. The technical description of the main or most noteworthy span of the bridge is a 295 ft (89.92 m) metal rivet-connected Pratt through truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Mac Donald and Kahn of Los Angeles, California. The bridge was primarily designed by County of Alameda Surveyors Office. | 37.764560 | -122.224900 | High Street | Oakland Estuary | Alameda and Oakland | Alameda County, California | California | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Concrete | T-Beam | Fixed | 0 | 6 | 1939 | 1996 | Mac Donald and Kahn of Los Angeles, California | County of Alameda Surveyors Office | 7 | 7 | 295 | 89.92 | 505 | 153.92 | 24 | 7.32 | https://historicbridges.org/california/alamedahigh/little_day4_alamedahighstreetbridge04427_small.jpg | https://historicbridges.org/california/alamedahigh/little_day4_alamedahighstreetbridge04427.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/alamedahigh/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.764560,-122.224900 | |||||||||
| 1561 | High Street Bridge | Open to non-motorized traffic, this bridge is the only pony lenticular truss bridge in Pennsylvania. The technical description of the main or most noteworthy span of the bridge is a 79 ft (24.08 m) metal pin-connected Lenticular pony truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. | 40.389700 | -77.031960 | High Street | Little Juniata Creek | Duncannon | Perry County, Pennsylvania | Pennsylvania | United States | Metal | Lenticular | Pin-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1890 | 1960 | Berlin Iron Bridge Company of East Berlin, Connecticut | 9 | 9 | 79 | 24.08 | 81 | 24.69 | 14.4 | 4.39 | https://historicbridges.org/pennsylvania/duncannon/little_duncannonhighst022_small.jpg | https://historicbridges.org/pennsylvania/duncannon/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/duncannon/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.389700,-77.031960 | ||||||||||||||
| 1562 | ! | High Street Railroad Overpass | OH-48 Railroad Overpass | The larger of two stone arch bridges in Covington. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 40.122390 | -84.354850 | Railroad (Abandoned Pennsylvania Railroad) | High Street (OH-48) | Covington | Miami County, Ohio | Ohio | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 6 | 110 | 33.53 | 115.2 | 35.11 | 0 | 0 | https://historicbridges.org/ohio/covington1/little_pict2993_small.jpg | https://historicbridges.org/ohio/covington1/little_pict2993.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/covington1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.122390,-84.354850 | |||||||||||||
| 1565 | Highland Park Bridge | Built with Depression-era federal relief funds, this is an unusual type of cantilver bridge with its multiple relatively short spans.. The technical description of the main or most noteworthy span of the bridge is a 278 ft (84.73 m) metal cantilever rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by Allegheny County Department of Public Works. | 40.489030 | -79.912130 | PA-1005 | Allegheny River, PA-8, Railroad (Norfolk Southern) | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 12 | Cantilever | 7 | Metal | Deck | Girder | Fixed | 0 | 9 | 1940 | 1988 | Bethlehem Steel Company of Bethlehem, Pennsylvania | Allegheny County Department of Public Works | 7 | 6 | 278 | 84.73 | 2423 | 738.53 | 56 | 17.07 | https://historicbridges.org/pennsylvania/highlandpark/little_p1240058_small.jpg | https://historicbridges.org/pennsylvania/highlandpark/little_p1240058.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/highlandpark/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.489030,-79.912130 | ||||||||
| 1566 | Highland Street Bridge | This is one of two nearby similar overpasses that are impressive t-beam structures with an unusual alteration. The technical description of the main or most noteworthy span of the bridge is a 121 ft (36.88 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. | 37.737560 | -122.425200 | Highland Street | San Jose Avenue and Railroad | San Francisco | San Francisco County, California | California | United States | Concrete | T-Beam | Fixed | 0 | 3 | 0 | 0 | 1930 | 1973 | Unknown | 2 | 4 | 121 | 36.88 | 206 | 62.79 | 28 | 8.53 | https://historicbridges.org/california/highland/little_day4_highlandavenue05359_small.jpg | https://historicbridges.org/california/highland/little_day4_highlandavenue05359.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/highland/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.737560,-122.425200 | |||||||||||||||||
| 1567 | Hill To Hill Bridge | This concrete arch bridge also contains the only known example of a Hudson truss, and also is an amazingly complex bridge with several ramps. The technical description of the main or most noteworthy span of the bridge is a 171 ft (52.12 m) metal rivet-connected Hudson through truss, fixed. The bridge was primarily built by Rodgers and Hagerty of New York, New York. The bridge was primarily designed by Clarence W. Hudson. | 40.614830 | -75.384360 | PA-378 | Lehigh River, Railroads, Local Streets | Bethlehem | Lehigh County, Pennsylvania and Northampton County, Pennsylvania | Pennsylvania | United States | Metal | Hudson | Rivet-Connected | Through | Truss | Fixed | 8 | 2 | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 10 | 1924 | 1990 | Rodgers and Hagerty of New York, New York | Clarence W. Hudson | 9 | 9 | 171 | 52.12 | 1607 | 489.81 | 40 | 12.19 | https://historicbridges.org/pennsylvania/hilltohill/little_dscf9527_small.jpg | https://historicbridges.org/pennsylvania/hilltohill/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/hilltohill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.614830,-75.384360 | ||||||||
| 1568 | Hillendale Road Bridge | This is one of the younger examples of a highway plate girder in Chester County. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 39.830720 | -75.721590 | Hillendale Road (TR-337) | West Branch Red Clay Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1932 | 0 | Unknown | 2 | 2 | 60 | 18.29 | 65 | 19.81 | 17.4 | 5.3 | https://historicbridges.org/pennsylvania/bridge320sinclairs/little_bridge320sinclairs011_small.jpg | https://historicbridges.org/pennsylvania/bridge320sinclairs/little_bridge320sinclairs011.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge320sinclairs/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.830720,-75.721590 | ||||||||||||||||
| 1569 | Hillside Avenue Bridge | This closed bridge has been left untouched on an abandoned highway alignment. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. | 43.959070 | -70.566470 | Hillside Avenue (Old US-302) | Crooked River | Rural | Cumberland County, Maine | Maine | United States | Concrete | T-Beam | Fixed | 0 | 2 | 0 | 0 | 1922 | 0 | Unknown | 3 | 4 | 50 | 15.24 | 109 | 33.22 | 20 | 6.1 | https://historicbridges.org/maine/hillsideavenueold302/little_p1500073_small.jpg | https://historicbridges.org/maine/hillsideavenueold302/little_p1500073.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maine/hillsideavenueold302/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.959070,-70.566470 | |||||||||||||||||
| 1570 | Hillside Lane Bridge | This pony truss has an extremely lightweight design, and may be an early rivet-connected truss bridge. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 39.762960 | -80.222590 | Hillside Lane (TR-518) | Roberts Run | Rural | Greene County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 1995 | Unknown | 6 | 6 | 50 | 15.24 | 52 | 15.85 | 14 | 4.27 | https://historicbridges.org/pennsylvania/hillsidelane/little_hillsidelane1447_small.jpg | https://historicbridges.org/pennsylvania/hillsidelane/little_hillsidelane1447.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/hillsidelane/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.762960,-80.222590 | ||||||||||||||
| 1572 | Hindsburg Road Bridge | Bridge E-193 | This bridge has had its approach spans removed and now sits abandoned with an uncertain future. The technical description of the main or most noteworthy span of the bridge is a 151 ft (46.02 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Unknown. | 43.253220 | -78.105830 | Hindsburg Road | Erie Canal (New York State Barge Canal) | Rural | Orleans County, New York | New York | United States | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 9 | 1 | Concrete | Slab | Fixed | 0 | 2 | 1911 | 0 | Unknown | 7 | 6 | 151 | 46.02 | 193 | 58.83 | 14.8 | 4.51 | https://historicbridges.org/newyork/hindsburg/little_hindsburghrd10_small.jpg | https://historicbridges.org/newyork/hindsburg/little_img_4130.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/hindsburg/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.253220,-78.105830 | ||||||||||
| 1573 | Hines Drive Ann Arbor Road Bridge | Of the many surviving rigid frame bridges in this area, this is the most significant and the only one which retains original railings. The technical description of the main or most noteworthy span of the bridge is a 72.8 ft (22.19 m) concrete rigid-frame, fixed. The bridge was primarily built by J. H. Baker and Sons of Port Huron, Michigan. | 42.366720 | -83.408270 | Hines Drive | Ann Arbor Road (Old M-14) | Livonia | Wayne County, Michigan | Michigan | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1948 | 0 | J. H. Baker and Sons of Port Huron, Michigan | 4 | 7 | 72.8 | 22.19 | 72.8 | 22.19 | 48 | 14.63 | https://historicbridges.org/michigan/hinesannarbor/little_dscf5863_small.jpg | https://historicbridges.org/michigan/hinesannarbor/little_dscf5863.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/hinesannarbor/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.366720,-83.408270 | |||||||||||||||||
| 1574 | Hines Drive Middle River Rouge Bridge East | One of three examples of a Wayne county cantilevered arch bridge on this stretch of Hines Drive. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete cantilever Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 42.369900 | -83.447400 | Hines Drive | Middle River Rouge | Plymouth | Wayne County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | Cantilever | 1 | 0 | 0 | 1932 | 1977 | Unknown | 6 | 5 | 50 | 15.24 | 50 | 15.24 | 35 | 10.67 | https://historicbridges.org/michigan/hinesarcheast/little_p1370818_small.jpg | https://historicbridges.org/michigan/hinesarcheast/little_p1370818.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/hinesarcheast/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.369900,-83.447400 | ||||||||||||||
| 1575 | Hines Drive Middle River Rouge Bridge North | One of the few remaining historic concrete bridges in Wayne County that retains even some of its original balustrade railings. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete cantilever Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 42.384970 | -83.465070 | Hines Drive | Middle River Rouge | Plymouth | Wayne County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | Cantilever | 1 | 0 | 0 | 1932 | 1976 | Unknown | 7 | 7 | 50 | 15.24 | 52.5 | 16 | 35 | 10.67 | https://historicbridges.org/michigan/hinesarchnorth/little_p1370871_small.jpg | https://historicbridges.org/michigan/hinesarchnorth/little_p1370871.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/hinesarchnorth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.384970,-83.465070 | ||||||||||||||
| 1576 | Hines Drive Middle River Rouge Bridge West | One of three examples of a Wayne county cantilevered arch bridge on this stretch of Hines Drive. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete cantilever Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 42.369480 | -83.453150 | Hines Drive | Middle River Rouge | Plymouth | Wayne County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | Cantilever | 1 | 0 | 0 | 1932 | 1977 | Unknown | 6 | 5 | 50 | 15.24 | 50 | 15.24 | 35 | 10.67 | https://historicbridges.org/michigan/hinesarchmiddle/little_p1370844_small.jpg | https://historicbridges.org/michigan/hinesarchmiddle/little_p1370844.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/hinesarchmiddle/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.369480,-83.453150 | ||||||||||||||
| 1577 | Hines Drive Newburgh Lake Bridge | A representative example of the strange Wayne County concrete cantilevered ribbed arch bridges. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete cantilever Closed Spandrel (Ribbed) deck arch, fixed. The bridge was primarily built by Unknown. | 42.370210 | -83.432770 | Hines Drive | Middle River Rouge (End of Newburgh Lake) | Plymouth | Wayne County, Michigan | Michigan | United States | Concrete | Closed Spandrel (Ribbed) | Deck | Arch | Fixed | 0 | Cantilever | 1 | 0 | 0 | 1932 | 0 | Unknown | 6 | 5 | 50 | 15.24 | 99.7 | 30.39 | 35 | 10.67 | https://historicbridges.org/michigan/hinesnewburghlake/little_dscf5911_small.jpg | https://historicbridges.org/michigan/hinesnewburghlake/little_dscf5911.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/hinesnewburghlake/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.370210,-83.432770 | ||||||||||||||
| 1578 | Hodapp Bridge | Ripley County Bridge 113 | This concrete through girder stands out as unusual and significant for its uncommon features. The technical description of the main or most noteworthy span of the bridge is a 32.2 ft (9.81 m) concrete through girder, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is closed to traffic. | 39.190040 | -85.435590 | CR-800 North (Brownstown Road) | Vernon Fork Muscatatuck River | Rural | Ripley County, Indiana | Indiana | United States | This bridge is closed to traffic. | Concrete | Through | Girder | Fixed | 0 | 3 | 0 | 0 | 1926 | 0 | Unknown | 6 | 7 | 32.2 | 9.81 | 99 | 30.18 | 16 | 4.88 | https://historicbridges.org/indiana/cr800brownstownroadgirder/little_cr800brownstownroadgirder3852_small.jpg | https://historicbridges.org/indiana/cr800brownstownroadgirder/little_cr800brownstownroadgirder3852.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/cr800brownstownroadgirder/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.190040,-85.435590 | ||||||||||||||
| 1579 | ! | Hodgens Bridge | This bridge displays the unique design details of its builder, and is a historically significant structure. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania. | 40.165640 | -80.379620 | Walker Hill Road | Buffalo Creek | Rural | Washington County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1889 | 0 | Penn Bridge Company of Beaver Falls, Pennsylvania | 7 | 7 | 100 | 30.48 | 103 | 31.39 | 12.8 | 3.9 | https://historicbridges.org/pennsylvania/hodgens/little_dscf3840_small.jpg | https://historicbridges.org/pennsylvania/hodgens/little_dscf3840.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/hodgens/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.165640,-80.379620 | |||||||||||||
| 1580 | Hodgkins Road Bridge | Although closed to traffic, this is an outstanding early 20th Century truss bridge surviving in this region with few alterations. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: Approach this bridge from the north. Bridge is on a road no longer maintained. | 43.091300 | -79.434650 | Hodgkins Road | 20 Mile Creek | Rural | Niagara Region, Ontario | Ontario | Canada | Approach this bridge from the north. Bridge is on a road no longer maintained. | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/hodgkins/little_p1400853_small.jpg | https://historicbridges.org/ontario/hodgkins/little_p1400853.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/hodgkins/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.091300,-79.434650 | |||||||||||||
| 1582 | Hogback Bend Bridge | A long-abandoned truss bridge buried in the woods. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 34.906544 | -84.286750 | Railroad Avenue (Hogback Road) | Toccoa River | Rural | Fannin County, Georgia | Georgia | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1915 | 1935 | Unknown | 7 | 7 | 125 | 38.1 | 160 | 48.77 | 11.8 | 3.6 | https://historicbridges.org/georgia/hogbackbendbridge/little_dsc_4664_small.jpg | https://historicbridges.org/georgia/hogbackbendbridge/little_dsc_4664.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=georgia/hogbackbendbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.906544,-84.286750 | ||||||||||||||
| 1583 | Hogarth Street Bridge | One of the few examples in the state of Interstate freeway pedestrian walkways that retain original railings. The technical description of the main or most noteworthy span of the bridge is a 85 ft (25.91 m) metal through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 42.995240 | -83.747780 | Hogarth Avenue Walkway | I-75 | Flint | Genesee County, Michigan | Michigan | United States | Metal | Through | Girder | Fixed | 0 | 3 | 0 | 0 | 1957 | 0 | Unknown | Michigan State Highway Department | 2 | 3 | 85 | 25.91 | 169 | 51.51 | 0 | 0 | https://historicbridges.org/michigan/hogarth/little_dscf2858_small.jpg | https://historicbridges.org/michigan/hogarth/little_dscf2858.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/hogarth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.995240,-83.747780 | |||||||||||||||
| 1586 | Holcomb Mills Railroad Bridge | An accessible, attractive, complete railroad truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 40.522420 | -74.830940 | Black River and Western Railroad | South Branch Raritan River | Holcomb Mills | Hunterdon County, New Jersey | New Jersey | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 2 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newjersey/holcombmills/little_pict5640_small.jpg | https://historicbridges.org/newjersey/holcombmills/little_pict5630.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/holcombmills/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.522420,-74.830940 | ||||||||||||||
| 1588 | Holley Bridge | East Avenue Bridge, Bridge E-187 | An excellent example of one of the unusual vertical lift bridges on the Erie canal. The technical description of the main or most noteworthy span of the bridge is a 115.8 ft (35.3 m) metal rivet-connected Warren (No Verticals) pony truss, movable: vertical lift. The bridge was primarily built by Lackawanna Bridge Company of Buffalo, New York and I.M. Ludington's Sons Inc. of Rochester, New York. | 43.228330 | -78.021660 | East Avenue (Gulf Road) | Erie Canal (New York State Barge Canal) | Holley | Orleans County, New York | New York | United States | Metal | Warren (No Verticals) | Rivet-Connected | Pony | Truss | Movable: Vertical Lift | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1911 | 1992 | Lackawanna Bridge Company of Buffalo, New York and I.M. Ludington's Sons Inc. of Rochester, New York | 8 | 7 | 115.8 | 35.3 | 130 | 39.62 | 18.7 | 5.7 | https://historicbridges.org/newyork/holley/little_liftbr036_small.jpg | https://historicbridges.org/newyork/holley/little_liftbr036.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/holley/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.228330,-78.021660 | ||||||||||
| 1589 | Holt Line Bridge | Duthil Bridge | One of the most spectacular bridges in the county, both rare and beautiful! The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Sarnia Bridge Company of Sarnia, Ontario. The bridge was primarily designed by McCubbin, Brisco and Todgham of Chatham, Ontario. | 42.691620 | -82.402770 | Holt Line | North Branch Sydenham River | St. Clair Township | Lambton County, Ontario | Ontario | Canada | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1951 | 2021 | Sarnia Bridge Company of Sarnia, Ontario | McCubbin, Brisco and Todgham of Chatham, Ontario | 6 | 9 | 180 | 54.86 | 185 | 56.39 | 0 | 0 | https://historicbridges.org/truss/holt/little_holtlineadd_brg_6929_30_31vib_small.jpg | https://historicbridges.org/truss/holt/little_holtlineadd_brg_6908_09_10vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/holt/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.691620,-82.402770 | ||||||||||||
| 1591 | Holt Road Doan Creek Bridge | This bridge is a small but early and unaltered example of its type. The technical description of the main or most noteworthy span of the bridge is a 46 ft (14.02 m) pre-stressed concrete Adjacent box beam, fixed. The bridge was primarily built by Taber Company. The bridge was primarily designed by Michigan State Highway Department. | 42.644640 | -84.251960 | Holt Road | Doan Creek | Rural | Ingham County, Michigan | Michigan | United States | Pre-Stressed Concrete | Adjacent | Box Beam | Fixed | 0 | 1 | 0 | 0 | 1958 | 0 | Taber Company | Michigan State Highway Department | 1 | 2 | 46 | 14.02 | 46 | 14.02 | 24 | 7.32 | https://historicbridges.org/michigan/holt_doan/little_p1470218_small.jpg | https://historicbridges.org/michigan/holt_doan/little_p1470218.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/holt_doan/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.644640,-84.251960 | |||||||||||||||
| 1592 | Homestead High Level Bridge | Homestead Grays Bridge | This bridge is an extremely rare example of a bridge with a Wichert truss detail. The technical description of the main or most noteworthy span of the bridge is a 534 ft (162.76 m) metal continuous rivet-connected Wichert deck truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by George S. Richardson of Pittsburgh, Pennsylvania. | 40.410750 | -79.918500 | Browns Hill Road | Monongahela River | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Wichert | Rivet-Connected | Deck | Truss | Fixed | 22 | Continuous | 4 | 0 | 13 | 1936 | 2006 | American Bridge Company of New York, New York | George S. Richardson of Pittsburgh, Pennsylvania | 8 | 8 | 534 | 162.76 | 3109 | 947.62 | 40 | 12.19 | https://historicbridges.org/pennsylvania/homesteadhighlevel/little_p1230679_small.jpg | https://historicbridges.org/pennsylvania/homesteadhighlevel/little_p1230679.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/homesteadhighlevel/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.410750,-79.918500 | |||||||||||
| 1593 | Honker Cut Bridge | This beautiful swing bridge is the only crossing of Honker Cut. The technical description of the main or most noteworthy span of the bridge is a 204 ft (62.18 m) metal rivet-connected through truss, movable: swing, Center Pier. The bridge was primarily built by Unknown. | 38.059340 | -121.459360 | 8 Mile Road (Empire Tract Road) | Honker Cut (White Slough) | Rural | San Joaquin County, California | California | United States | Metal | Rivet-Connected | Through | Truss | Movable: Swing | Center Pier | 0 | 1 | Concrete | Slab | Fixed | 0 | 16 | 1936 | 1975 | Unknown | 7 | 6 | 204 | 62.18 | 480 | 146.3 | 20 | 6.1 | https://historicbridges.org/california/8mileroadbridge/little_day2_8mileroadbridge00543_small.jpg | https://historicbridges.org/california/8mileroadbridge/little_day2_8mileroadbridge00543.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/8mileroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.059340,-121.459360 | |||||||||||
| 1594 | Hononegah Forest Preserve Bridge | In excellent condition, this is a rare example of a Marsh type rainbow arch bridge. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Ferguson Construction Company of Rockford, Illinois. The bridge was primarily designed by Marsh Engineering Company of Des Moines, Iowa. | 42.439670 | -89.042640 | Hononegah Forest Preserve Road | Dry Run Creek | Rural | Winnebago County, Illinois | Illinois | United States | Concrete | Rainbow | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1925 | 0 | Ferguson Construction Company of Rockford, Illinois | Marsh Engineering Company of Des Moines, Iowa | 7 | 8 | 75 | 22.86 | 80 | 24.38 | 19 | 5.79 | https://historicbridges.org/illinois/hononegahforestpreserve/little_hononegahforestpreserve0025_small.jpg | https://historicbridges.org/illinois/hononegahforestpreserve/little_hononegahforestpreserve0025.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/hononegahforestpreserve/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.439670,-89.042640 | ||||||||||||||
| 1596 | Hoover Road Bridge | Sturgeon Road Bridge | A fairly long example of a pony truss, this bridge was relocated from Baraga County to serve as a snowmobile trail bridge here. The technical description of the main or most noteworthy span of the bridge is a 3 ft (0.91 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 46.759310 | -88.740030 | Hoover Road | West Branch Sturgeon River | Rural | Houghton County, Michigan | Michigan | United States | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 1910 | 0 | Unknown | 6 | 6 | 3 | 0.91 | 93 | 28.35 | 16 | 4.88 | https://historicbridges.org/michigan/sturgeonriver/little_100_0847_small.jpg | https://historicbridges.org/michigan/sturgeonriver/little_100_0847.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/sturgeonriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.759310,-88.740030 | |||||||||||||
| 1597 | ! | Hope Mills Bridge | Old Mercer Road Bridge | A semi-massive member bridge tucked away in a scenic wooded environment. The technical description of the main or most noteworthy span of the bridge is a 102 ft (31.09 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 41.189340 | -80.228430 | Old Mercer Road (TR-401) | Neshannock Creek | Rural | Mercer County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1922 | 0 | Unknown | 6 | 6 | 102 | 31.09 | 104 | 31.7 | 17 | 5.18 | https://historicbridges.org/pennsylvania/oldmercer/little_pict7849_small.jpg | https://historicbridges.org/pennsylvania/oldmercer/little_pict7849.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/oldmercer/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.189340,-80.228430 | ||||||||||||
| 1598 | Hopewell Indian Mounds Railroad Bridge | Lakeshore and Michigan Southern Railroad Bridge | A very long, old, and unusual railroad swing bridge. The technical description of the main or most noteworthy span of the bridge is a 138 ft (42.06 m) metal pin-connected Pratt through truss, movable: swing, Center Pier. The bridge was primarily built by Unknown. | 42.937710 | -85.722800 | Railroad (Kent Trails Rail-Trail) | Grand River | Walker and Wyoming | Kent County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Through | Truss | Movable: Swing | Center Pier | 8 | 1 | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 7 | 1894 | 0 | Unknown | 8 | 8 | 138 | 42.06 | 550 | 167.64 | 12 | 3.66 | https://historicbridges.org/truss/hopewell/little_p1340275_small.jpg | https://historicbridges.org/truss/hopewell/little_p1340275.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/hopewell/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.937710,-85.722800 | ||||||
| 1599 | Horner Bridge | Tedrow Road Bridge | A stone arch bridge adds character to a pristine rural setting. The technical description of the main or most noteworthy span of the bridge is a 34 ft (10.36 m) stone Segmental deck arch, fixed. The bridge was primarily built by F. Bicchieri and Brothers. | 40.083800 | -78.986290 | Tedrow Road (TR-626) | Beaver Dam Creek | Rural | Somerset County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1907 | 0 | F. Bicchieri and Brothers | 6 | 6 | 34 | 10.36 | 34 | 10.36 | 12 | 3.66 | https://historicbridges.org/pennsylvania/tedrow/bkg_swpenn1353_small.jpg | https://historicbridges.org/pennsylvania/tedrow/swpenn073239.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/tedrow/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.083800,-78.986290 | ||||||||||||||
| 1600 | Horse Island Drive Bridge | This small bridge is among the most visually pleasing bridges in the state, with a steep deck camber that follows the arch itself. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 42.086810 | -83.186190 | Horse Island Drive | Horse Island Bayou | Gibraltar | Wayne County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1925 | 0 | Unknown | 6 | 6 | 40 | 12.19 | 46 | 14.02 | 19.7 | 6 | https://historicbridges.org/michigan/horseisland/little_dscf8039_small.jpg | https://historicbridges.org/michigan/horseisland/little_dscf8038.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/horseisland/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.086810,-83.186190 | |||||||||||||||
| 1601 | ! | Horton Road Bridge | This beautiful historic bridge is a fine example of its builder and deserves to be rehabilitated and preserved. The technical description of the main or most noteworthy span of the bridge is a 122 ft (37.19 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 41.888130 | -80.603210 | Horton Road Bridge | Conneaut Creek | Rural | Ashtabula County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1899 | 0 | King Bridge Company of Cleveland, Ohio | 7 | 7 | 122 | 37.19 | 129 | 39.32 | 15 | 4.57 | https://historicbridges.org/ohio/horton/little_hortonroadadd0071_small.jpg | https://historicbridges.org/ohio/horton/little_hortonroadadd0071.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/horton/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.888130,-80.603210 | |||||||||||||
| 1603 | Hot Metal Bridge | Monongahela Connecting Railroad Bridge | This former railroad bridge was rehabilitated and converted for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 321 ft (97.84 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Unknown. | 40.428630 | -79.960360 | Eliza Furnace Trail | Monongahela River | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 16 | 6 | 0 | 0 | 1900 | 2007 | Unknown | 7 | 6 | 321 | 97.84 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/hotmetal/little_p1230627_small.jpg | https://historicbridges.org/pennsylvania/hotmetal/little_p1230627.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/hotmetal/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.428630,-79.960360 | |||||||||||||
| 1604 | Hot Metal Street Bridge | Monongahela Connecting Railroad Bridge | This former railroad bridge was rehabilitated and converted for vehicular use. The technical description of the main or most noteworthy span of the bridge is a 321 ft (97.84 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Unknown. | 40.428430 | -79.960290 | Hot Metal Street (Gateway Boulevard) | Monongahela River | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 16 | 5 | Metal | Deck | Girder | Fixed | 0 | 2 | 1904 | 2000 | Unknown | 7 | 6 | 321 | 97.84 | 1117.2 | 340.52 | 24 | 7.32 | https://historicbridges.org/pennsylvania/hotmetalstreet/little_img_5205_small.jpg | https://historicbridges.org/pennsylvania/hotmetalstreet/little_img_5205.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/hotmetalstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.428430,-79.960290 | |||||||||
| 1606 | Houghton Hancock Bridge | Portage Lake Lift Bridge | The record-setting double-deck vertical lift is the only one of its kind in Michigan and is an icon for the region. The technical description of the main or most noteworthy span of the bridge is a 269 ft (81.99 m) metal rivet-connected Warren through truss, movable: vertical lift, Tower Drive. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Hazelet and Erdal of Chicago, Illinois. | 47.123640 | -88.574090 | US-41 (M-26) and Rail-Trail | Portage Lake (Keweenaw Waterway) | Houghton and Hancock | Houghton County, Michigan | Michigan | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Vertical Lift | Tower Drive | 10 | 1 | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 10 | 1959 | 0 | American Bridge Company of New York, New York | Hazelet and Erdal of Chicago, Illinois | 7 | 8 | 269 | 81.99 | 1310 | 399.29 | 53.8 | 16.4 | https://historicbridges.org/michigan/houghtonhancock/little_houghtonhancockliftbridge_3953_small.jpg | https://historicbridges.org/michigan/houghtonhancock/little_houghtonhancockliftbridge_3953.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/houghtonhancock/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.123640,-88.574090 | |||||
| 1607 | Housefelt Bridge | Musselman Avenue Bridge | An altered example of an uncommon small truss configuration. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal rivet-connected Queenpost pony truss, fixed. The bridge was primarily built by Unknown. | 40.002100 | -79.074490 | Musselman Avenue (Slickerman Road, TR-494) | Coxes Creek | Somerset | Somerset County, Pennsylvania | Pennsylvania | United States | Metal | Queenpost | Rivet-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1910 | 1949 | Unknown | 4 | 6 | 40 | 12.19 | 43 | 13.11 | 9.8 | 2.99 | https://historicbridges.org/pennsylvania/musselman/bkg_swpenn1191_small.jpg | https://historicbridges.org/pennsylvania/musselman/swpenn072648.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/musselman/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.002100,-79.074490 | |||||||||||||
| 1608 | Howard Road Bridge | A WPA program bridge and an uncommon Ohio example of a county highway rigid frame bridge. The technical description of the main or most noteworthy span of the bridge is a 47 ft (14.33 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 41.638800 | -83.273190 | Howard Road (CR-209) | Ward Canal (Number 1458) | Rural | Lucas County, Ohio | Ohio | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1940 | 0 | Unknown | 4 | 5 | 47 | 14.33 | 49 | 14.94 | 35.2 | 10.73 | https://historicbridges.org/ohio/howard/little_p1140547_small.jpg | https://historicbridges.org/ohio/howard/little_p1140547.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/howard/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.638800,-83.273190 | |||||||||||||||||
| 1609 | Howell Road Bridge | This is one of several small steel stringer bridges in this county that feature an unusual metal railing, however this one has a slightly different detail.. The technical description of the main or most noteworthy span of the bridge is a 30.8 ft (9.39 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Fitch-Eva Company. | 42.601040 | -84.268020 | Howell Road | Doan Creek | Rural | Ingham County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1947 | 0 | Fitch-Eva Company | 1 | 2 | 30.8 | 9.39 | 34.8 | 10.61 | 26 | 7.92 | https://historicbridges.org/michigan/howell/little_p1470306_small.jpg | https://historicbridges.org/michigan/howell/little_p1470306.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/howell/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.601040,-84.268020 | |||||||||||||||||
| 1611 | Huddle Road Bridge | This concrete girder retains excellent historic integrity. The technical description of the main or most noteworthy span of the bridge is a 32.8 ft (10 m) concrete through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 42.777680 | -85.123540 | Huddle Road | Tupper Creek | Rural (Near Lake Odessa) | Ionia County, Michigan | Michigan | United States | Concrete | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1923 | 0 | Unknown | Michigan State Highway Department | 5 | 6 | 32.8 | 10 | 34.8 | 10.61 | 22 | 6.71 | https://historicbridges.org/michigan/huddle/dscf7123_small.jpg | https://historicbridges.org/michigan/huddle/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/huddle/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.777680,-85.123540 | |||||||||||||||
| 1612 | Hudson Bridge | This rare pin-connected through truss is a former railway bridge that carries highway traffic today. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 44.330820 | -76.167440 | Machar Street | Gananoque River | Gananoque | Leeds and Grenville United Counties, Ontario | Ontario | Canada | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 8 | 125 | 38.1 | 125 | 38.1 | 0 | 0 | https://historicbridges.org/ontario/macharstreet/little_macharstreet3517_small.jpg | https://historicbridges.org/ontario/macharstreet/little_macharstreet3517.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/macharstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.330820,-76.167440 | ||||||||||||||
| 1613 | Hudson Braceville Road Bridge | A large span example of an Ohio concrete camelback in good condition. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) concrete curved chord through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Ohio State Highway Department. | 41.234990 | -81.024220 | OH-303 (Hudson Braceville Road) | South Fork Eagle Creek | Rural | Portage County, Ohio | Ohio | United States | Concrete | Curved Chord Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1928 | 0 | Unknown | Ohio State Highway Department | 7 | 7 | 60 | 18.29 | 62 | 18.9 | 23 | 7.01 | https://historicbridges.org/ohio/sr303/little_img_9516_small.jpg | https://historicbridges.org/ohio/sr303/little_img_9516.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/sr303/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.234990,-81.024220 | |||||||||||||||
| 1614 | Hudson Railroad Bridge | This is one of the oldest, largest, and most impressive stone arch bridges in Michigan! The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 41.855420 | -84.351400 | Railroad (Abandoned Lakeshore and Michigan Southern) | Bean Creek | Hudson | Lenawee County, Michigan | Michigan | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1871 | 0 | Unknown | 6 | 7 | 65 | 19.81 | 75 | 22.86 | 42 | 12.8 | https://historicbridges.org/michigan/hudson/little_pict7867_small.jpg | https://historicbridges.org/michigan/hudson/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/hudson/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.855420,-84.351400 | |||||||||||||||
| 1615 | Hulberton Bridge | Bridge E-191 | One of the longer spanning examples among the unique collection of Erie Canal lift bridges. The technical description of the main or most noteworthy span of the bridge is a 121.7 ft (37.09 m) metal rivet-connected Warren (No Verticals) pony truss, movable: vertical lift. The bridge was primarily built by Skene and Richmond of Louisa, Kentucky. | 43.254160 | -78.066110 | Hulberton Road | Erie Canal (New York State Barge Canal) | Hulberton | Orleans County, New York | New York | United States | Metal | Warren (No Verticals) | Rivet-Connected | Pony | Truss | Movable: Vertical Lift | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1913 | 0 | Skene and Richmond of Louisa, Kentucky | 8 | 7 | 121.7 | 37.09 | 144.7 | 44.1 | 18.4 | 5.61 | https://historicbridges.org/newyork/hulberton/little_img_4150_small.jpg | https://historicbridges.org/newyork/hulberton/little_img_4150.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/hulberton/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.254160,-78.066110 | ||||||||||
| 1619 | Hunter Street Bridge | Asburnham Bridge | This is a landmark heritage bridge with significance for its aesthetic details and use of unreinforced concrete. The technical description of the main or most noteworthy span of the bridge is a 234 ft (71.32 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Russell-Townsend Company. The bridge was primarily designed by Frank Barber of Toronto, Ontario. | 44.305970 | -78.314660 | Hunter Street | Otonabee River | Peterborough | Peterborough County, Ontario | Ontario | Canada | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 1 | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 10 | 1921 | 2012 | Russell-Townsend Company | Frank Barber of Toronto, Ontario | 8 | 8 | 234 | 71.32 | 900 | 274.32 | 33.3 | 10.15 | https://historicbridges.org/ontario/peterboroughhunterstreet/little_p1590431fix_small.jpg | https://historicbridges.org/ontario/peterboroughhunterstreet/little_p1590431fix.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/peterboroughhunterstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.305970,-78.314660 | ||||||||
| 1621 | Huntress Bridge | This bridge is just off the main road and easy to visit. The technical description of the main or most noteworthy span of the bridge is a 136.2 ft (41.51 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 43.792280 | -70.992430 | Huntress Bridge Road | Ossipee River | Rural | Carroll County, New Hampshire | New Hampshire | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1936 | 1994 | Unknown | 5 | 6 | 136.2 | 41.51 | 140 | 42.67 | 18 | 5.49 | https://historicbridges.org/newhampshire/huntressbridge/little_p1520488_small.jpg | https://historicbridges.org/newhampshire/huntressbridge/little_p1520488.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newhampshire/huntressbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.792280,-70.992430 | ||||||||||||||
| 1622 | Hurd Road Bridge | One of several remaining curved t-beams on this section of freeway that are the oldest of their kind in the state. The technical description of the main or most noteworthy span of the bridge is a 74.2 ft (22.62 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by W. H. Harvie. The bridge was primarily designed by Michigan State Highway Department. | 41.946530 | -83.363140 | Hurd Road | I-75 | Rural | Monroe County, Michigan | Michigan | United States | Concrete | Curved | T-Beam | Fixed | 0 | Continuous | 4 | 0 | 0 | 1954 | 0 | W. H. Harvie | Michigan State Highway Department | 3 | 3 | 74.2 | 22.62 | 252 | 76.81 | 26 | 7.92 | https://historicbridges.org/michigan/75hurd/little_p1120028_small.jpg | https://historicbridges.org/michigan/75hurd/little_p1120028.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/75hurd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.946530,-83.363140 | ||||||||||||||
| 1623 | Hurds Island East Channel Railroad Bridge | One of two impressive arch bridges that carry this railroad line through Hurds Island. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 41.751350 | -88.322120 | Railroad (BNSF) | Fox River (East Channel) | Aurora | Kane County, Illinois | Illinois | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1920 | 0 | Unknown | 6 | 6 | 65 | 19.81 | 225 | 68.58 | 0 | 0 | https://historicbridges.org/illinois/hurdsislandnorth/little_p1450273_small.jpg | https://historicbridges.org/illinois/hurdsislandnorth/little_p1450273.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/hurdsislandnorth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.751350,-88.322120 | |||||||||||||||
| 1624 | Hurds Island West Channel Railroad Bridge | The larger of two impressive arch bridges that carry this railroad line through Hurds Island. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 41.749320 | -88.326450 | Railroad (BNSF) | Fox River (West Channel) | Aurora | Kane County, Illinois | Illinois | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1920 | 0 | Unknown | 6 | 7 | 65 | 19.81 | 325 | 99.06 | 0 | 0 | https://historicbridges.org/illinois/hurdsislandsouth/little_p1450322_small.jpg | https://historicbridges.org/illinois/hurdsislandsouth/little_p1450322.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/hurdsislandsouth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.749320,-88.326450 | |||||||||||||||
| 1626 | Hurley Railroad Overpass | This is a fairly large plate girder span that retains good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 76 ft (23.16 m) metal through girder, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 46.449920 | -90.179080 | Railroad (Abandoned C and NW) | Silver Street (WI-77) | Hurley | Iron County, Wisconsin | Wisconsin | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1914 | 0 | American Bridge Company of New York, New York | 1 | 2 | 76 | 23.16 | 79 | 24.08 | 0 | 0 | https://historicbridges.org/wisconsin/hurley/bkg_img_0159-144_small.jpg | https://historicbridges.org/wisconsin/hurley/IMG_0159.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/hurley/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.449920,-90.179080 | ||||||||||||||||
| 1627 | Hurley Railroad Overpass West | An important structure, since this is one of the few remaining metal truss bridges in northern Wisconsin. The technical description of the main or most noteworthy span of the bridge is a 122 ft (37.19 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. | 46.448020 | -90.203500 | Railroad (Abandoned Soo Line) | Railroad (Abandoned Chicago and Northwestern) | Near Hurley | Iron County, Wisconsin | Wisconsin | United States | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1896 | 0 | Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin | 6 | 7 | 122 | 37.19 | 122 | 37.19 | 0 | 0 | https://historicbridges.org/wisconsin/hurleyoverpass/main_small.jpg | https://historicbridges.org/wisconsin/hurleyoverpass/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/hurleyoverpass/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.448020,-90.203500 | ||||||||||||||
| 1628 | Huron City Bridge | A traditional example of a MSHD standard stringer bridge from the late 20s and early 30s. The technical description of the main or most noteworthy span of the bridge is a 35.8 ft (10.91 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 44.029400 | -82.836220 | Pioneer Drive (Lighthouse Road) | Willow Creek | Huron City | Huron County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | Unknown | Michigan State Highway Department | 2 | 3 | 35.8 | 10.91 | 82 | 24.99 | 30 | 9.14 | https://historicbridges.org/michigan/huroncity/little_day1huroncity11698_small.jpg | https://historicbridges.org/michigan/huroncity/little_day1huroncity11698.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/huroncity/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.029400,-82.836220 | ||||||||||||||||
| 1630 | Hurr Road Bridge | This is the only highway through plate girder bridge in Morrow County. The technical description of the main or most noteworthy span of the bridge is a 63 ft (19.2 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 40.502950 | -82.944420 | Hurr Road (TR-141) | Shaw Creek | Rural | Morrow County, Ohio | Ohio | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1922 | 1999 | Unknown | 4 | 4 | 63 | 19.2 | 65 | 19.81 | 19 | 5.79 | https://historicbridges.org/ohio/hurr5931398/little_hurr5931398_1032_small.jpg | https://historicbridges.org/ohio/hurr5931398/little_hurr5931398_1032.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/hurr5931398/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.502950,-82.944420 | ||||||||||||||||
| 1631 | Hurshtown Bridge | Van Zile Road Bridge, Allen County Bridge 32 | Unique and striking portal bracing on this ancient Whipple truss make this a magnificent bridge. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. | 41.246370 | -84.972980 | Van Zile Road | St. Joseph River | Hursh (Rural) | Allen County, Indiana | Indiana | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 14 | 1 | 0 | 0 | 1883 | 1999 | Massillon Bridge Company of Massillon, Ohio | 8 | 8 | 175 | 53.34 | 176.8 | 53.89 | 15.7 | 4.79 | https://historicbridges.org/truss/vanzile/little_pict5724_small.jpg | https://historicbridges.org/truss/vanzile/little_addvanzileroad_7455.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/vanzile/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.246370,-84.972980 | |||||||||||||
| 1632 | ! | I Street Bridge | This is a rare example of a double deck swing bridge, as it carries highway on top and railroad below. The technical description of the main or most noteworthy span of the bridge is a 195 ft (59.44 m) metal rivet-connected Baltimore through truss, movable: swing, Center Bearing Center Pier. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by John D. Isaacs. | 38.586290 | -121.506420 | I Street and Railroad (Southern Pacific) | Sacramento River | Sacramento and West Sacramento | Sacramento County, California and Yolo County, California | California | United States | Metal | Baltimore | Rivet-Connected | Through | Truss | Movable: Swing | Center Bearing Center Pier | 0 | 1 | Metal | Baltimore | Rivet-Connected | Deck | Truss | Fixed | 0 | 3 | 1911 | 1959 | American Bridge Company of New York, New York | John D. Isaacs | 7 | 8 | 195 | 59.44 | 854 | 260.3 | 18 | 5.49 | https://historicbridges.org/california/istreetbridge/little_day3_istreetbridge03202_small.jpg | https://historicbridges.org/california/istreetbridge/little_day3_istreetbridge03202.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/istreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.586290,-121.506420 | |||||
| 1634 | Steel Bridge | I-94 Little Calumet River Bridges | This pair of one-way bridges appear to be of modern construction. The technical description of the main or most noteworthy span of the bridge is a 420 ft (128.02 m) metal non-historic, fixed. The bridge was primarily built by Unknown. | 41.641170 | -87.578540 | I-94 (Bishop Ford Freeway) | Little Calumet River | Calumet City | Cook County, Illinois | Illinois | United States | Metal | Non-Historic | Fixed | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 6 | 1993 | 0 | Unknown | 0 | 0 | 420 | 128.02 | 795 | 242.32 | 52.5 | 16 | https://historicbridges.org/illinois/i94littlecalumet/little_p1260537_small.jpg | https://historicbridges.org/illinois/i94littlecalumet/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/i94littlecalumet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.641170,-87.578540 | |||||||||||||
| 1636 | I-75 River Raisin Bridge | This relatively long plate girder bridge is significant as a large bridge on an early freeway. The technical description of the main or most noteworthy span of the bridge is a 157.8 ft (48.1 m) metal deck girder, fixed. The bridge was primarily built by Walter Toebe Company. The bridge was primarily designed by Michigan State Highway Department. | 41.903780 | -83.370440 | I-75 | River Raisin | Monroe | Monroe County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 3 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 8 | 1955 | 2005 | Walter Toebe Company | Michigan State Highway Department | 2 | 5 | 157.8 | 48.1 | 930.2 | 283.52 | 109 | 33.22 | https://historicbridges.org/michigan/i75raisin/little_p1120131_small.jpg | https://historicbridges.org/michigan/i75raisin/little_p1120131.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/i75raisin/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.903780,-83.370440 | ||||||||||||
| 1639 | Ideal Park Bridge | This bridge is noted for its ornate concrete details, which remain unaltered on this attractive park bridge. The technical description of the main or most noteworthy span of the bridge is a corrugated multi-plate Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 42.857400 | -85.672600 | Park Trail | Buck Creek | Wyoming | Kent County, Michigan | Michigan | United States | Corrugated Multi-Plate | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | Unknown | 5 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/idealpark/little_idealpark2_small.jpg | https://historicbridges.org/michigan/idealpark/little_idealpark2.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/idealpark/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.857400,-85.672600 | |||||||||||||||
| 1641 | Illinois and Michigan Canal Bridge 1 | This attractive truss bridge, now converted for pedestrian use, appears to have been originally built to access canal related facilities. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 41.395580 | -88.333100 | Canal Walkway | Illinois and Michigan Canal | Rural | Grundy County, Illinois | Illinois | United States | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/imcanalpony/little_dscf4403_small.jpg | https://historicbridges.org/illinois/imcanalpony/little_dscf4403.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/imcanalpony/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.395580,-88.333100 | ||||||||||||||
| 1642 | Illinois and Michigan Canal Bridge 2 | This truss bridge is unusual because of its lightweight members and vertical end posts. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt pony truss, fixed. The bridge was primarily built by Unknown. | 41.352680 | -88.455770 | Canal Walkway | Illinois and Michigan Canal | Rural | Grundy County, Illinois | Illinois | United States | Metal | Pratt | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/imcanalpony2/little_dscf4430_small.jpg | https://historicbridges.org/illinois/imcanalpony2/little_dscf4430.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/imcanalpony2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.352680,-88.455770 | ||||||||||||||
| 1643 | IN-1 Bridge | This noteworthy two span state standard truss bridge displays attractive arched bracing. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Gradle Brothers of Indianapolis, Indiana. The bridge was primarily designed by Indiana State Highway Commission. | 40.281100 | -85.148380 | IN-1 (CR-900 West) | Mississinewa River | Rural | Randolph County, Indiana | Indiana | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 7 | 2 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 0 | 1941 | 2008 | Gradle Brothers of Indianapolis, Indiana | Indiana State Highway Commission | 6 | 7 | 150 | 45.72 | 411 | 125.27 | 28 | 8.53 | https://historicbridges.org/indiana/in1/little_in12205_small.jpg | https://historicbridges.org/indiana/in1/little_in12205.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/in1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.281100,-85.148380 | ||||||||||
| 1644 | IN-26 Bridge | This bridge is an increasingly uncommon example of a standard plan truss in Indiana. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Yost Brothers of Decatur, Indiana. The bridge was primarily designed by Indiana State Highway Commission. | 40.432550 | -84.963380 | IN-26 | Salamonie River | Portland | Jay County, Indiana | Indiana | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1941 | 1979 | Yost Brothers of Decatur, Indiana | Indiana State Highway Commission | 6 | 6 | 150 | 45.72 | 155 | 47.24 | 28 | 8.53 | https://historicbridges.org/indiana/in26bridge/little_in26bridge2097_small.jpg | https://historicbridges.org/indiana/in26bridge/little_in26bridge2097.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/in26bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.432550,-84.963380 | |||||||||||||
| 1646 | I-96 Grand River Bridge | This pair of identical bridges are good examples of cantilever deck plate girder bridges in Michigan. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal continuous Variable Depth deck girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 42.860820 | -84.917530 | I-96 | Grand River and Market Street | Near Portland | Ionia County, Michigan | Michigan | United States | Metal | Variable Depth | Deck | Girder | Fixed | 0 | Continuous | 4 | 0 | 0 | 1959 | 0 | Unknown | Michigan State Highway Department | 3 | 4 | 130 | 39.62 | 414 | 126.19 | 35.4 | 10.79 | https://historicbridges.org/michigan/i96portland/little_mar22_20220320_171506_small.jpg | https://historicbridges.org/michigan/i96portland/little_mar22_20220320_171506.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/i96portland/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.860820,-84.917530 | |||||||||||||
| 1647 | I-94 Kalamazoo River Bridge | This is the curved t-beam that is visible from Historic Bridge Park. The technical description of the main or most noteworthy span of the bridge is a 77.8 ft (23.71 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 42.289530 | -85.114090 | I-94 | Kalamazoo River | Rural | Calhoun County, Michigan | Michigan | United States | Concrete | Curved | T-Beam | Fixed | 0 | Continuous | 4 | 0 | 0 | 1960 | 0 | Unknown | Michigan State Highway Department | 1 | 1 | 77.8 | 23.71 | 275 | 83.82 | 34.8 | 10.61 | https://historicbridges.org/concrete/i94kal/bcphotos002_small.jpg | https://historicbridges.org/concrete/i94kal/bcphotos001.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/i94kal/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.289530,-85.114090 | ||||||||||||||
| 1651 | IN-403 Silver Creek Bridge | An example not only of the largest state standard truss plan, but also of the beautiful arched portal design that is today rare among standard plan bridges in Indiana The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by A. G. Ryan and Sons of Evansville, Indiana. The bridge was primarily designed by Indiana State Highway Commission. | 38.414720 | -85.738890 | IN-403 | Silver Creek | Rural | Clark County, Indiana | Indiana | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 11 | 1 | 0 | 0 | 1940 | 1976 | A. G. Ryan and Sons of Evansville, Indiana | Indiana State Highway Commission | 6 | 6 | 200 | 60.96 | 202 | 61.57 | 25.6 | 7.8 | https://historicbridges.org/indiana/403silvercreek/little_dscf6041_small.jpg | https://historicbridges.org/indiana/403silvercreek/little_dscf6041.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/403silvercreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.414720,-85.738890 | |||||||||||||
| 1652 | Independence Boulevard Bridge | This beautiful railroad overpass crosses one of the historic boulevards of Chicago. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. | 41.868590 | -87.719910 | Railroad (Baltimore and Ohio) | Independence Boulevard | Chicago | Cook County, Illinois | Illinois | United States | Metal | Deck | Girder | Fixed | 0 | 9 | 0 | 0 | 1912 | 0 | Unknown | 4 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/independence/little_p1240811_2_3_enhanced_small.jpg | https://historicbridges.org/illinois/independence/little_p1240811_2_3_enhanced.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/independence/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.868590,-87.719910 | ||||||||||||||||
| 1653 | McGregor Creek Railway Bridge | This railroad through truss has that classic overbuilt appearance that makes railroad bridges unique. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 42.408090 | -82.165160 | Railroad (Canadian National) | McGregor Creek | Chatham | Chatham-Kent Region, Ontario | Ontario | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 125 | 38.1 | 130 | 39.62 | 25 | 7.62 | https://historicbridges.org/truss/chathamrr2/little_img_0275_small.jpg | https://historicbridges.org/truss/chathamrr2/little_img_0275.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/chathamrr2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.408090,-82.165160 | ||||||||||||||
| 1654 | Maple Leaf Cemetery Bridge North | This is one of two attractive concrete arch heritage bridges in this cemetery. The technical description of the main or most noteworthy span of the bridge is a 83 ft (25.3 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 42.399650 | -82.153430 | Cemetery Drive | McGregor Creek | Chatham | Chatham-Kent Region, Ontario | Ontario | Canada | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1935 | 0 | Unknown | 4 | 6 | 83 | 25.3 | 83 | 25.3 | 9.8 | 2.99 | https://historicbridges.org/ontario/cemetery1/bkg_07photos180_small.jpg | https://historicbridges.org/ontario/cemetery1/07photos521.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/cemetery1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.399650,-82.153430 | |||||||||||||||
| 1655 | Maple Leaf Cemetery Bridge South | This is the more intricate of two attractive concrete arch bridges in this cemetery. The technical description of the main or most noteworthy span of the bridge is a 84 ft (25.6 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 42.397790 | -82.153170 | Cemetery Drive | McGregor Creek | Chatham | Chatham-Kent Region, Ontario | Ontario | Canada | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1935 | 0 | Unknown | 4 | 6 | 84 | 25.6 | 120 | 36.58 | 12.3 | 3.75 | https://historicbridges.org/ontario/cemetery2/bkg_07photos192_small.jpg | https://historicbridges.org/ontario/cemetery2/07photos535.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/cemetery2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.397790,-82.153170 | |||||||||||||||
| 1656 | Indian Hill Station Bridge | Winnetka Avenue Bridge | This unique and beautiful overpass has Indian head sculptures on its abutments. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal rigid-frame, fixed. The bridge was primarily built by Suburban Paving and Improvement Company of Chicago, Illinois. | 42.093610 | -87.722930 | Railroad (Metra Union Pacific North Line and Green Bay Trail) | Winnetka Avenue | Winnetka | Cook County, Illinois | Illinois | United States | Metal | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1940 | 0 | Suburban Paving and Improvement Company of Chicago, Illinois | 6 | 7 | 70 | 21.34 | 73.2 | 22.31 | 0 | 0 | https://historicbridges.org/illinois/indianhills/little_p1440610_small.jpg | https://historicbridges.org/illinois/indianhills/little_p1440610.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/indianhills/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.093610,-87.722930 | ||||||||||||||||
| 1657 | Indian Mill Creek Railroad Bridge | A typical example of a deck plate girder railroad bridge. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. | 43.016110 | -85.733730 | Railroad (Coopersville and Marne Railway) | Indian Mill Creek | Walker | Kent County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 3 | 0 | 0 | 0 | 0 | Unknown | 1 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/indianmillcreek/little_rpict048_small.jpg | https://historicbridges.org/michigan/indianmillcreek/little_rpict048.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/indianmillcreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.016110,-85.733730 | ||||||||||||||||
| 1658 | Indian Mill Park Bridge | One of the smallest truss bridges ever seen, this bridge has the unusual connections associated with its builder. The technical description of the main or most noteworthy span of the bridge is a 16 ft (4.88 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 40.862610 | -83.253180 | Park Drive | Local Drain | Rural | Wyandot County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 2 | 1 | 0 | 0 | 1891 | 0 | Wrought Iron Bridge Company of Canton, Ohio | 6 | 7 | 16 | 4.88 | 16 | 4.88 | 0 | 0 | https://historicbridges.org/ohio/indianmillpark/little_img_3536_small.jpg | https://historicbridges.org/ohio/indianmillpark/little_img_3536.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/indianmillpark/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.862610,-83.253180 | ||||||||||||||
| 1659 | Indian Mill Bridge | This is one of several remaining unusual and ornate Ohio bridges that were built in the 1910s yet look like 1880s bridges. The technical description of the main or most noteworthy span of the bridge is a 172 ft (52.43 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Modern Construction Company of Fremont, Ohio. | 40.863270 | -83.253700 | CR-47 | Sandusky River | Rural | Wyandot County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1913 | 0 | Modern Construction Company of Fremont, Ohio | 7 | 7 | 172 | 52.43 | 178.2 | 54.32 | 17 | 5.18 | https://historicbridges.org/ohio/indianmill/little_img_1599_small.jpg | https://historicbridges.org/ohio/indianmill/little_img_1599.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/indianmill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.863270,-83.253700 | ||||||||||||||
| 1661 | Indian River Railroad Bridge | This simple plate girder is a remnant of a railroad line which once ran through the area. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. | 45.413160 | -84.611210 | Railroad (Gaylord to Mackinaw City Rail-Trail) | Indian River | Indian River | Cheboygan County, Michigan | Michigan | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 1 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/indianriverrr/little_p1310781_2_3_tonemapped_small.jpg | https://historicbridges.org/michigan/indianriverrr/little_p1310781_2_3_tonemapped.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/indianriverrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.413160,-84.611210 | ||||||||||||||||
| 1662 | Indian River Railroad Bridge | This abandoned bridge is a fairly long single span plate girder. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. | 44.264720 | -78.166740 | Railroad (Abandoned) | Indian River | Rural | Peterborough County, Ontario | Ontario | Canada | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 2 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/baselinerr/little_p1580998_small.jpg | https://historicbridges.org/ontario/baselinerr/little_p1580998.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/baselinerr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.264720,-78.166740 | ||||||||||||||||
| 1664 | Indiana Avenue Bridge | Fort Wayne Street Bridge, Elkhart County Bridge 403 | This truss is beautifully decorated and is a perfect example of what makes truss bridges so special. The technical description of the main or most noteworthy span of the bridge is a 179.8 ft (54.8 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Bellefontaine Bridge and Iron Company of Bellefontaine, Ohio. | 41.593320 | -85.848560 | Indiana Avenue | Elkhart River | Goshen | Elkhart County, Indiana | Indiana | United States | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 12 | 1 | 0 | 0 | 1898 | 2011 | Bellefontaine Bridge and Iron Company of Bellefontaine, Ohio | 8 | 9 | 179.8 | 54.8 | 183.7 | 55.99 | 23 | 7.01 | https://historicbridges.org/truss/goshen/little_goshenindianaavenue666_small.jpg | https://historicbridges.org/truss/goshen/little_goshenindianaavenue666.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/goshen/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.593320,-85.848560 | |||||||||||||
| 1665 | Indiana Avenue Bridge | This is one of a couple modern truss bridges on the Little Calumet River. The technical description of the main or most noteworthy span of the bridge is a 264 ft (80.47 m) metal non-historic, fixed. The bridge was primarily built by Unknown. | 41.650470 | -87.617340 | Indiana Avenue | Little Calumet River | Chicago | Cook County, Illinois | Illinois | United States | Metal | Non-Historic | Fixed | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1977 | 0 | Unknown | 0 | 0 | 264 | 80.47 | 334 | 101.8 | 48 | 14.63 | https://historicbridges.org/illinois/indianaavenue/little_p1260001_small.jpg | https://historicbridges.org/illinois/indianaavenue/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/indianaavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.650470,-87.617340 | ||||||||||||||
| 1668 | Indiana Harbor Canal Baltimore and Ohio Chicago Terminal Railroad Bridge | This is the only example of a standard Strauss trunnion bascule with overhead counterweight in the Chicagoland area. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal through girder, movable: single leaf bascule, Strauss Trunnion. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. | 41.660170 | -87.452040 | Railroad (Abandoned Baltimore and Ohio Chicago Terminal) | Indiana Harbor and Ship Canal (East Chicago Canal) | East Chicago | Lake County, Indiana | Indiana | United States | Metal | Through | Girder | Movable: Single Leaf Bascule | Strauss Trunnion | 0 | 1 | 0 | 0 | 1914 | 0 | American Bridge Company of New York, New York | Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois | 7 | 7 | 90 | 27.43 | 0 | 0 | 0 | 0 | https://historicbridges.org/indiana/indianaharborbo/main_small.jpg | https://historicbridges.org/indiana/indianaharborbo/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/indianaharborbo/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.660170,-87.452040 | ||||||||||||||
| 1669 | Indiana Harbor Canal Elgin, Joliet, and Eastern Railroad Bridge | Bridge 728 | This rolling lift bascule bridge is a very early surviving example of its type. The technical description of the main or most noteworthy span of the bridge is a 86.5 ft (26.37 m) metal rivet-connected Warren through truss, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Unknown. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. | 41.660410 | -87.451820 | Railroad (Canadian National) | Indiana Harbor and Ship Canal (East Chicago Canal) | East Chicago | Lake County, Indiana | Indiana | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Single Leaf Bascule | Rolling Lift | 4 | 1 | 0 | 0 | 1908 | 0 | Unknown | Scherzer Rolling Lift Bridge Company of Chicago, Illinois | 7 | 7 | 86.5 | 26.37 | 0 | 0 | 0 | 0 | https://historicbridges.org/indiana/indianaharboreje/little_p2170372_small.jpg | https://historicbridges.org/indiana/indianaharboreje/little_p2170372.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/indianaharboreje/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.660410,-87.451820 | |||||||||||
| 1670 | Indiana Harbor Canal New York Central Railroad Bridges | Indiana Harbor Lake Shore and Michigan Southern Railway Bridges | This pair of identical bridges are exceedingly rare examples of Rall bascule bridges and are abandoned in the raised position. The technical description of the main or most noteworthy span of the bridge is a 86 ft (26.21 m) metal rivet-connected Pratt through truss, movable: single leaf bascule, Rall. The bridge was primarily built by Strobel Steel Construction Company of Chicago, Illinois. The bridge was primarily designed by Albert Lucius of New York, New York. | 41.660010 | -87.452340 | Railroad (Abandoned New York Central) | Indiana Harbor and Ship Canal (East Chicago Canal) | East Chicago | Lake County, Indiana | Indiana | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Movable: Single Leaf Bascule | Rall | 4 | 1 | 0 | 0 | 1909 | 0 | Strobel Steel Construction Company of Chicago, Illinois | Albert Lucius of New York, New York | 9 | 9 | 86 | 26.21 | 0 | 0 | 31.3 | 9.54 | https://historicbridges.org/indiana/indianaharbornyc/little_p2170441_small.jpg | https://historicbridges.org/indiana/indianaharbornyc/little_p2170441.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/indianaharbornyc/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.660010,-87.452340 | |||||||||||
| 1673 | Ingersoll Street Bridge | Bridge E-199 | One of two beautifully maintained lift bridges in Albion. The technical description of the main or most noteworthy span of the bridge is a 111 ft (33.83 m) metal rivet-connected Warren (No Verticals) pony truss, movable: vertical lift. The bridge was primarily built by I.M. Ludington's Sons Inc. of Rochester, New York. | 43.248530 | -78.190440 | Ingersoll Street | Erie Canal (New York State Barge Canal) | Albion | Orleans County, New York | New York | United States | Metal | Warren (No Verticals) | Rivet-Connected | Pony | Truss | Movable: Vertical Lift | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1911 | 1997 | I.M. Ludington's Sons Inc. of Rochester, New York | 8 | 7 | 111 | 33.83 | 135 | 41.15 | 18.4 | 5.61 | https://historicbridges.org/newyork/albioningersoll/little_liftbr047_small.jpg | https://historicbridges.org/newyork/albioningersoll/little_liftbr047.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/albioningersoll/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.248530,-78.190440 | ||||||||||
| 1674 | Inkster Road Hines Drive Bridge | One of the later rigid frame overpass bridges crossing historic Hines Drive. The technical description of the main or most noteworthy span of the bridge is a 67 ft (20.42 m) concrete rigid-frame, fixed. The bridge was primarily built by Johnson-Greene Company. | 42.349410 | -83.312560 | Inkster Road | Hines Drive | Dearborn Heights | Wayne County, Michigan | Michigan | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1953 | 0 | Johnson-Greene Company | 2 | 2 | 67 | 20.42 | 73.8 | 22.49 | 48 | 14.63 | https://historicbridges.org/michigan/hinesinkster/little_p1370748_small.jpg | https://historicbridges.org/michigan/hinesinkster/little_p1370748.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/hinesinkster/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.349410,-83.312560 | |||||||||||||||||
| 1676 | Intercity Bridge | Ford Bridge | This is one of the more ornate of the Twin City arch bridges and it retains decent historic integrity, and remains a lovely bridge. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by James O. Heyworth of Chicago, Illinois. The bridge was primarily designed by Martin Sigvart Grytbak. | 44.917880 | -93.201250 | Ford Parkway (46th Street) | Mississippi River and Mississippi River Boulevard | Minneapolis and St. Paul | Hennepin County, Minnesota and Ramsey County, Minnesota | Minnesota | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 5 | Concrete | T-Beam | Fixed | 0 | 6 | 1927 | 2002 | James O. Heyworth of Chicago, Illinois | Martin Sigvart Grytbak | 7 | 8 | 300 | 91.44 | 1523.6 | 464.39 | 56 | 17.07 | https://historicbridges.org/minnesota/fordparkway/little_fordparkway1026_small.jpg | https://historicbridges.org/minnesota/fordparkway/little_fordparkway1026.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/fordparkway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.917880,-93.201250 | ||||||||||
| 1677 | International Bridge | Sault Ste. Marie International Bridge | This is the monumental 2 3/4 Mile long highway bridge in Sault Ste Marie. The technical description of the main or most noteworthy span of the bridge is a 430 ft (131.06 m) metal cantilever (arch and suspended deck) bolt-connected Warren through truss, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania and Raff and Dexter of Lansing, Michigan. The bridge was primarily designed by Steinman, Boynton, Gronquist and London of New York, New York. | 46.508490 | -84.360750 | I-75 / TC-17B | St. Marys River and Associated Canal System | Sault Ste. Marie | Chippewa County, Michigan and Algoma District, Ontario | Michigan and Ontario | Canada and United States | Metal | Warren | Bolt-Connected | Through | Truss | Fixed | 0 | Cantilever (Arch and Suspended Deck) | 7 | Metal | Warren | Bolt-Connected | Deck | Truss | Fixed | 8 | 56 | 1962 | 0 | Bethlehem Steel Company of Bethlehem, Pennsylvania and Raff and Dexter of Lansing, Michigan | Steinman, Boynton, Gronquist and London of New York, New York | 4 | 7 | 430 | 131.06 | 9280.6 | 2828.73 | 28 | 8.53 | https://historicbridges.org/other/international/bkg_sault017_small.jpg | https://historicbridges.org/other/international/sault002.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/international/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.508490,-84.360750 | |||||
| 1678 | International Railway Bridge | This landmark bridge is an extremely long multi-span example of a pin-connected truss bridge and includes an impressive swing span. The technical description of the main or most noteworthy span of the bridge is a 358 ft (109.12 m) metal pin-connected Pratt through truss, movable: swing, Center Pier. The bridge was primarily built by Detroit Bridge and Iron Works of Detroit, Michigan. The bridge was primarily designed by Joseph Hobson. | 42.929030 | -78.910400 | Railroad (Canadian National) | Niagara River | Buffalo and Fort Erie | Erie County, New York and Niagara Region, Ontario | Ontario and New York | Canada and United States | Metal | Pratt | Pin-Connected | Through | Truss | Movable: Swing | Center Pier | 0 | 1 | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 7 | 1901 | 2000 | Detroit Bridge and Iron Works of Detroit, Michigan | Joseph Hobson | 8 | 8 | 358 | 109.12 | 1967.5 | 599.69 | 18 | 5.49 | https://historicbridges.org/ontario/internationalrailway/little_p1410886_small.jpg | https://historicbridges.org/ontario/internationalrailway/little_p1410886.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/internationalrailway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.929030,-78.910400 | ||||||
| 1679 | International Railroad Bridge | Sault Ste. Marie International Railway Bridge | Highlights of this complex of bridge spans include an 1895 swing span, Camelback trusses from 1887, a rare design of bascule from 1913, and a 1960 vertical lift span. The technical description of the main or most noteworthy span of the bridge is a 369 ft (112.47 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. | 46.505750 | -84.362600 | Railroad (Wisconsin Central) | St. Marys River and Associated Canal System | Sault Ste. Marie | Chippewa County, Michigan and Algoma District, Ontario | Michigan and Ontario | Canada and United States | Metal | Camelback | Pin-Connected | Through | Truss | Fixed | 8 | 9 | Metal | Pennsylvania | Rivet-Connected | Through | Truss | Movable: Double Leaf Bascule | Heel Trunnion | 12 | 0 | 1887 | 1913 | Dominion Bridge Company of Montréal, Québec | Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois | 9 | 10 | 369 | 112.47 | 5580 | 1700.78 | 21 | 6.4 | https://historicbridges.org/truss/internationalrail/main_small.jpg | https://historicbridges.org/truss/internationalrail/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/internationalrail/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.505750,-84.362600 | |||||
| 1680 | Interurban Bridge | Richard Gillett Bridge | This large arch bridge once carried an interurban, but today is a pedestrian crossing. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Fargo Engineering Company of Kalamazoo, Michigan. | 42.967520 | -85.675530 | Pedestrian Walkway | Grand River | Grand Rapids | Kent County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 5 | Concrete | Slab | Fixed | 0 | 1 | 1915 | 0 | Fargo Engineering Company of Kalamazoo, Michigan | 5 | 6 | 0 | 0 | 474 | 144.48 | 27 | 8.23 | https://historicbridges.org/michigan/grandinterurban/little_pict5411_small.jpg | https://historicbridges.org/michigan/grandinterurban/little_pict5411.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/grandinterurban/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.967520,-85.675530 | |||||||||||
| 1682 | Ionia Road Bridge | A good example of a tiny stringer bridge built in the mid-20th Century. The technical description of the main or most noteworthy span of the bridge is a 22 ft (6.71 m) concrete slab, fixed. The bridge was primarily built by Fred H. Price and Company. The bridge was primarily designed by Michigan State Highway Department. | 42.661480 | -85.033560 | Ionia Road | Scipio Creek | Near Vermontville | Eaton County, Michigan | Michigan | United States | Concrete | Slab | Fixed | 0 | 1 | 0 | 0 | 1957 | 0 | Fred H. Price and Company | Michigan State Highway Department | 1 | 1 | 22 | 6.71 | 23 | 7.01 | 23 | 7.01 | https://historicbridges.org/michigan/ionia_scipio/little_ioniardscipiocr5_small.jpg | https://historicbridges.org/michigan/ionia_scipio/little_ioniardscipiocr5.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/ionia_scipio/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.661480,-85.033560 | ||||||||||||||||
| 1686 | Irish Street Bridge | This impressive concrete camelback bridge provides a look back at an interesting story. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) concrete 90 Foot Plan curved chord through girder, fixed. The bridge was primarily built by E. C. Nolan and Son of Detroit, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 43.680100 | -84.394100 | Irish Street | Salt River | Rural | Midland County, Michigan | Michigan | United States | Concrete | 90 Foot Plan | Curved Chord Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1927 | 0 | E. C. Nolan and Son of Detroit, Michigan | Michigan State Highway Department | 7 | 7 | 90 | 27.43 | 94.8 | 28.9 | 20 | 6.1 | https://historicbridges.org/concrete/irish/little_irishroad_4954_5_6b_small.jpg | https://historicbridges.org/concrete/irish/little_irishroad_4954_5_6b.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/irish/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.680100,-84.394100 | ||||||||||||||
| 1688 | Iron Bridge Lane Bridge | This unusual bridge would appear to be an extremely old example of a bridge built by an interesting company. The technical description of the main or most noteworthy span of the bridge is a 54 ft (16.46 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Morse Bridge Company of Youngstown, Ohio. Special note about bridge location: This bridge is privately owned but is right next to a public road and so can be easilly seen by the public. | 40.622250 | -79.763160 | Iron Bridge Lane | Bull Creek | Rural | Allegheny County, Pennsylvania | Pennsylvania | United States | This bridge is privately owned but is right next to a public road and so can be easilly seen by the public. | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 1878 | 0 | Morse Bridge Company of Youngstown, Ohio | 7 | 7 | 54 | 16.46 | 54 | 16.46 | 13.5 | 4.11 | https://historicbridges.org/pennsylvania/ironbridgeroad/little_dscf9346_small.jpg | https://historicbridges.org/pennsylvania/ironbridgeroad/little_dscf9346.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/ironbridgeroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.622250,-79.763160 | |||||||||||||
| 1689 | Iron Bridge Road Bridge | Located in a wild and scenic area, this little pony truss was restored! The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. | 45.144150 | -84.742340 | Iron Bridge Road | West Branch Sturgeon River | Rural | Charlevoix County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 8 | 40 | 12.19 | 41 | 12.5 | 16 | 4.88 | https://historicbridges.org/truss/ironbridge/little_ironbridgeroadbridge1137_small.jpg | https://historicbridges.org/truss/ironbridge/little_ironbridgeroadbridge1137.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/ironbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.144150,-84.742340 | ||||||||||||||
| 1691 | Iron Bridge Road Bridge | A rare surviving pin-connected truss in Lancaster County, this bridge has the distinctive details of its builder. The technical description of the main or most noteworthy span of the bridge is a 79 ft (24.08 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by John Denithorne and Sons of Phoenixville, Pennsylvania. | 40.144740 | -76.010180 | Iron Bridge Road | Conestoga River | Rural | Lancaster County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 1898 | 2017 | John Denithorne and Sons of Phoenixville, Pennsylvania | 7 | 7 | 79 | 24.08 | 80 | 24.38 | 15 | 4.57 | https://historicbridges.org/pennsylvania/ironbridgelancaster/little_ironbridgeroad019_small.jpg | https://historicbridges.org/pennsylvania/ironbridgelancaster/little_ironbridgeroad019.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/ironbridgelancaster/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.144740,-76.010180 | ||||||||||||||
| 1693 | Iron Bridge Trail Bridge | McNay Ridge Road Bridge | This pony truss and its abandoned roadway now serves a pedestrian trail system. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 39.882680 | -80.436740 | Iron Bridge Trail (Former McNay Ridge Road) | North Fork Wheeling Creek | Rural | Greene County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 1914 | 2007 | Unknown | 6 | 6 | 90 | 27.43 | 96 | 29.26 | 13.8 | 4.21 | https://historicbridges.org/pennsylvania/ryersonstationstatepark/little_ryersonstationstatepark0652_small.jpg | https://historicbridges.org/pennsylvania/ryersonstationstatepark/little_ryersonstationstatepark0652.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/ryersonstationstatepark/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.882680,-80.436740 | |||||||||||||
| 1696 | Ironville Railroad Bridge | Tyrone Forge Railroad Bridge | This stone arch bridge has for decades been one of a trio of historic bridges in this area. The technical description of the main or most noteworthy span of the bridge is a stone Elliptical deck arch, fixed. The bridge was primarily built by Unknown. | 40.661090 | -78.216470 | Railroad (Norfolk Southern) | Little Juniata River | Ironville | Blair County, Pennsylvania | Pennsylvania | United States | Stone | Elliptical | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 0 | 0 | Unknown | 7 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/ironvillerr/little_dscf3061_small.jpg | https://historicbridges.org/pennsylvania/ironvillerr/little_dscf3061.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/ironvillerr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.661090,-78.216470 | ||||||||||||||
| 1697 | Ironwood Drive Bridge | Ernsberger Street Bridge, St. Joseph County Bridge 206 | This is one of South Bend's larger arch bridges. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by National Concrete Company of Indianapolis, Indiana. | 41.661370 | -86.215250 | Ironwood Drive | St. Joseph River | South Bend | St. Joseph County, Indiana | Indiana | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1940 | 1969 | National Concrete Company of Indianapolis, Indiana | 6 | 6 | 130 | 39.62 | 478.7 | 145.91 | 51.8 | 15.79 | https://historicbridges.org/indiana/ironwood/little_p1430823_4_5_fused_small.jpg | https://historicbridges.org/indiana/ironwood/little_p1430823_4_5_fused.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/ironwood/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.661370,-86.215250 | ||||||||||||||
| 1700 | Iroquois 400 Bridge | TR-26A Bridge | One of several very early and long examples in Iroquois County of a standard plan concrete through girder span in Illinois. The technical description of the main or most noteworthy span of the bridge is a 61.4 ft (18.71 m) concrete through girder, fixed. The bridge was primarily built by Joseph Klein of Freeburg, Illinois. | 40.611090 | -88.043230 | Iroquois 400 (TR-26A) | Louis Creek | Rural | Iroquois County, Illinois | Illinois | United States | Concrete | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1916 | 0 | Joseph Klein of Freeburg, Illinois | 5 | 5 | 61.4 | 18.71 | 63 | 19.2 | 18 | 5.49 | https://historicbridges.org/illinois/iroquois400/little_dscf4676_small.jpg | https://historicbridges.org/illinois/iroquois400/little_dscf4676.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/iroquois400/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.611090,-88.043230 | |||||||||||||||
| 1701 | Iroquois 500 Bridge | TR-345A Bridge | One of several very early examples in Iroquois County of a standard plan concrete through girder span in Illinois. The technical description of the main or most noteworthy span of the bridge is a 51 ft (15.54 m) concrete through girder, fixed. The bridge was primarily built by Joseph Klein of Freeburg, Illinois. | 40.561030 | -88.043820 | Iroquois 500 (TR-345A) | Spring Creek Tributary | Rural | Iroquois County, Illinois | Illinois | United States | Concrete | Through | Girder | Fixed | 0 | 3 | 0 | 0 | 1916 | 0 | Joseph Klein of Freeburg, Illinois | 5 | 4 | 51 | 15.54 | 52.5 | 16 | 18 | 5.49 | https://historicbridges.org/illinois/iroquois500/little_dscf4714_small.jpg | https://historicbridges.org/illinois/iroquois500/little_dscf4714.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/iroquois500/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.561030,-88.043820 | |||||||||||||||
| 1702 | Iroquois 600 Bridge | TR-565 Bridge | One of several very early and long examples in Iroquois County of a standard plan concrete through girder span in Illinois. The technical description of the main or most noteworthy span of the bridge is a 61.4 ft (18.71 m) concrete through girder, fixed. The bridge was primarily built by Unknown. | 40.575800 | -88.035160 | Iroquois 600 (TR-565) | Spring Creek | Rural | Iroquois County, Illinois | Illinois | United States | Concrete | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1915 | 0 | Unknown | 5 | 5 | 61.4 | 18.71 | 64 | 19.51 | 16.4 | 5 | https://historicbridges.org/illinois/iroquois600/little_dscf4705_small.jpg | https://historicbridges.org/illinois/iroquois600/little_dscf4705.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/iroquois600/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.575800,-88.035160 | |||||||||||||||
| 1704 | Iroquois 1250 Bridge | TR-247 Bridge | This is a extremely significant and rare example of a bedstead truss bridge, which also features a rare example of a lightweight double-Warren pony truss! The technical description of the main or most noteworthy span of the bridge is a 49.5 ft (15.09 m) metal pin-connected Pratt bedstead pony truss, fixed. The bridge was primarily built by Smith Bridge Company of Toledo, Ohio. | 40.685550 | -88.038470 | Iroquois 1250 | Spring Creek Tributary | Rural | Iroquois County, Illinois | Illinois | United States | Metal | Pratt | Pin-Connected | Bedstead Pony | Truss | Fixed | 4 | 1 | Metal | Double-Intersection Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 2 | 1885 | 1904 | Smith Bridge Company of Toledo, Ohio | 8 | 9 | 49.5 | 15.09 | 96.5 | 29.41 | 14 | 4.27 | https://historicbridges.org/illinois/iroquois1250/little_pict1823_small.jpg | https://historicbridges.org/illinois/iroquois1250/little_pict1823.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/iroquois1250/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.685550,-88.038470 | |||||||
| 1705 | Iroquois 1300 Bridge #1 | TR-239A Bridge | This is one of the more unusual pony truss bridges in Iroquois County. The technical description of the main or most noteworthy span of the bridge is a 58.7 ft (17.89 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. | 40.692420 | -88.057390 | Iroquois 1300 | Spring Creek Tributary | Rural | Iroquois County, Illinois | Illinois | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1901 | 0 | Unknown | 7 | 6 | 58.7 | 17.89 | 60.7 | 18.5 | 16 | 4.88 | https://historicbridges.org/illinois/iroquois1300/little_pict1789_small.jpg | https://historicbridges.org/illinois/iroquois1300/little_pict1789.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/iroquois1300/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.692420,-88.057390 | |||||||||||||
| 1708 | Iroquois 1500 Bridge | TR-168 Bridge | This unusual 1920s riveted pony truss has an enormous skew to it! The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 40.542520 | -87.840440 | Iroquois 1500 | Whiskey Creek | Rural | Iroquois County, Illinois | Illinois | United States | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1929 | 0 | Unknown | 6 | 6 | 70 | 21.34 | 77 | 23.47 | 16.7 | 5.09 | https://historicbridges.org/illinois/iroquois1500/little_pict1959_small.jpg | https://historicbridges.org/illinois/iroquois1500/little_pict1959.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/iroquois1500/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.542520,-87.840440 | |||||||||||||
| 1709 | Iroquois 1650 Bridge | TR-192 Bridge | An excellent example of small-scale work by the Massillon Bridge Company of Massillon, Ohio. The technical description of the main or most noteworthy span of the bridge is a 58.7 ft (17.89 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. | 40.571940 | -87.813060 | Iroquois 1650 | Whiskey Creek | Rural | Iroquois County, Illinois | Illinois | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1896 | 1937 | Massillon Bridge Company of Massillon, Ohio | 6 | 6 | 58.7 | 17.89 | 62 | 18.9 | 15.7 | 4.79 | https://historicbridges.org/illinois/iroquois1650/little_pict2052_small.jpg | https://historicbridges.org/illinois/iroquois1650/little_pict2052.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/iroquois1650/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.571940,-87.813060 | |||||||||||||
| 1715 | Iroquois 2100 Bridge | TR-266 Bridge | This impressive Pratt through truss was for many years the longest remaining truss bridge in Iroquois County, and now it is also the last! The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 40.724140 | -87.727250 | Iroquois 2100 | Sugar Creek | Rural (Near Woodland) | Iroquois County, Illinois | Illinois | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1911 | 0 | Unknown | 7 | 8 | 140 | 42.67 | 143 | 43.59 | 15.7 | 4.79 | https://historicbridges.org/illinois/iroquois2100/little_pict2273_small.jpg | https://historicbridges.org/illinois/iroquois2100/little_pict2273.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/iroquois2100/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.724140,-87.727250 | |||||||||||||
| 1717 | Iroquois 2800 Bridge | TR-49B Bridge | This extremely unusual bridge appears to be a bedstead truss bridge that had its legs removed. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal pin-connected Pratt bedstead pony truss, fixed. The bridge was primarily built by Unknown. | 40.917210 | -87.820290 | Iroquois 2800 | Prairie Creek | Rural | Iroquois County, Illinois | Illinois | United States | Metal | Pratt | Pin-Connected | Bedstead Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1904 | 0 | Unknown | 7 | 7 | 50 | 15.24 | 50.5 | 15.39 | 15.7 | 4.79 | https://historicbridges.org/illinois/iroquois2800/thumb.jpg | https://historicbridges.org/illinois/iroquois2800/little_pict2331.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/iroquois2800/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.917210,-87.820290 | |||||||||||||
| 1719 | Irvine Street Bridge | One of a rapidly disappearing group of beautiful heritage concrete bowstring rainbow arch bridges in this township. The technical description of the main or most noteworthy span of the bridge is a concrete Rainbow through arch, fixed. The bridge was primarily built by Reid-Riddell Engineering of Toronto, Ontario. | 43.701950 | -80.445240 | Irvine Street | Irvine Creek | Centre-Wellington | Wellington County, Ontario | Ontario | Canada | Concrete | Rainbow | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1929 | 0 | Reid-Riddell Engineering of Toronto, Ontario | 7 | 7 | 0 | 0 | 85 | 25.91 | 16.7 | 5.09 | https://historicbridges.org/ontario/irvine/little_p1560330_small.jpg | https://historicbridges.org/ontario/irvine/little_p1560330.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/irvine/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.701950,-80.445240 | |||||||||||||||
| 1720 | Irving Bridge | This graceful curved t-beam bridge is nestled within a scenic redwood forest. The technical description of the main or most noteworthy span of the bridge is a 56 ft (17.07 m) concrete curved t-beam, fixed. The bridge was primarily built by Unknown. | 38.016500 | -122.723570 | Sir Francis Drake Boulevard | Lagunitas Creek | Rural | Marin County, California | California | United States | Concrete | Curved | T-Beam | Fixed | 0 | 1 | 0 | 0 | 1929 | 0 | Unknown | 3 | 3 | 56 | 17.07 | 60 | 18.29 | 24 | 7.32 | https://historicbridges.org/california/irvinebridge/little_day5_irvinebridge06537_small.jpg | https://historicbridges.org/california/irvinebridge/little_day5_irvinebridge06537.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/irvinebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.016500,-122.723570 | ||||||||||||||||
| 1721 | Irwin Viaduct | This viaduct is noted for its continuous design and use of rolled H section. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal continuous stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. | 40.326630 | -79.712970 | US-30 | Tinkers Run and Main Street | Irwin | Westmoreland County, Pennsylvania | Pennsylvania | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | Continuous | 8 | 0 | 0 | 1939 | 1984 | Unknown | Pennsylvania State Highway Department | 3 | 5 | 75 | 22.86 | 524 | 159.72 | 50 | 15.24 | https://historicbridges.org/pennsylvania/us30tinkersrun/little_p1470803_small.jpg | https://historicbridges.org/pennsylvania/us30tinkersrun/little_p1470803.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/us30tinkersrun/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.326630,-79.712970 | |||||||||||||||
| 1723 | Island Park Arch Bridge | Gar Island Park Pedestrian Bridge | A small, quaint arch bridge provides access to an interesting park. The technical description of the main or most noteworthy span of the bridge is a 35.2 ft (10.73 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 42.511550 | -84.654720 | Hamlin Street (Pedestrian Path) | Grand River (West Channel Around Island) | Eaton Rapids | Eaton County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 6 | 35.2 | 10.73 | 51 | 15.54 | 8.2 | 2.5 | https://historicbridges.org/other/island/little_p1390932_small.jpg | https://historicbridges.org/other/island/little_p1390932.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/island/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.511550,-84.654720 | ||||||||||||||
| 1724 | Island Park Bridge | Church Street Bridge | This impressive bridge is one of Michigan's more significant pony truss bridges. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 41.910600 | -84.022770 | Island Park Trail | South Branch Raisin River | Adrian | Lenawee County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Wrought Iron Bridge Company of Canton, Ohio | 6 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/islandpark/little_img_3146_small.jpg | https://historicbridges.org/michigan/islandpark/little_img_3146.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/islandpark/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.910600,-84.022770 | |||||||||||||
| 1725 | Island Lake State Recreation Area Railroad Bridge | A typical example of a railroad deck plate girder bridge. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Lackawanna Bridge Company of Buffalo, New York. | 42.502040 | -83.712310 | Railroad (CSX) | Huron River and Butcher Road | Rural | Livingston County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | Lackawanna Bridge Company of Buffalo, New York | 1 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/islandlakestaterecrr/little_p1370090_1_2_fused_small.jpg | https://historicbridges.org/michigan/islandlakestaterecrr/little_p1370090_1_2_fused.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/islandlakestaterecrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.502040,-83.712310 | ||||||||||||||||
| 1728 | Jack Glass Road Bridge | Jerico Road Bridge | This bridge displays an unsual combination of rolled and built-up beams. The technical description of the main or most noteworthy span of the bridge is a 79.7 ft (24.29 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Leamon and Evans of Atlanta, Georgia. | 33.913540 | -83.665280 | Jack Glass Road (Jerico Road) | Apalachee River | Rural | Walton County, Georgia and Barrow County, Georgia | Georgia | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1930 | 0 | Leamon and Evans of Atlanta, Georgia | 5 | 7 | 79.7 | 24.29 | 79.7 | 24.29 | 9.8 | 2.99 | https://historicbridges.org/georgia/jackglass/little_dsc_3949_small.jpg | https://historicbridges.org/georgia/jackglass/little_dsc_3949.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=georgia/jackglass/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.913540,-83.665280 | |||||||||||||
| 1729 | Jackson Boulevard Bridge | A very old deck truss style bascule bridges in Chicago and associated directly with prominent engineer Joseph Strauss. The technical description of the main or most noteworthy span of the bridge is a 202 ft (61.57 m) metal rivet-connected Pratt deck truss, movable: double leaf bascule, Strauss Trunnion. The bridge was primarily built by Strobel Steel Construction Company of Chicago, Illinois. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. | 41.878056 | -87.637500 | Jackson Boulevard (Historic US-66) | South Branch Chicago River | Chicago | Cook County, Illinois | Illinois | United States | Metal | Pratt | Rivet-Connected | Deck | Truss | Movable: Double Leaf Bascule | Strauss Trunnion | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 1915 | 1993 | Strobel Steel Construction Company of Chicago, Illinois | Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois | 7 | 8 | 202 | 61.57 | 273 | 83.21 | 37 | 11.28 | https://historicbridges.org/illinois/jackson2/little_dscf3667_small.jpg | https://historicbridges.org/illinois/jackson2/little_dscf3667.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/jackson2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.878056,-87.637500 | |||||||||
| 1730 | Old Jackson Center Bridge | This bridge appears to be based off of of unique bridge type designed in Michigan. The technical description of the main or most noteworthy span of the bridge is a concrete curved chord through girder, fixed. The bridge was primarily built by Unknown. | 41.268710 | -80.152000 | US-62 (Abandoned Alignment) | Yellow Creek | Jackson Center | Mercer County, Pennsylvania | Pennsylvania | United States | Concrete | Curved Chord Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/jacksoncenter/bkg_PICT37955_small.jpg | https://historicbridges.org/pennsylvania/jacksoncenter/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/jacksoncenter/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.268710,-80.152000 | ||||||||||||||||
| 1731 | Jackson Park East Lagoon Bridge | Music Court Bridge | This three span arch bridge has a rustic stone facing. The technical description of the main or most noteworthy span of the bridge is a concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 41.787100 | -87.580640 | Park Path | Jackson Park East Lagoon | Chicago | Cook County, Illinois | Illinois | United States | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1906 | 0 | Unknown | 5 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/jacksoneastlagoonarch/little_p1290213_small.jpg | https://historicbridges.org/illinois/jacksoneastlagoonarch/little_p1290213.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/jacksoneastlagoonarch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.787100,-87.580640 | ||||||||||||||
| 1732 | Jackson Road Bridge | Old CA-16 Bridge | This bridge sits on abandoned alignment next to the current highway alignment, a reminder of how highways evolve. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. | 38.505780 | -121.241360 | Jackson Road (CA-16) (Abandoned Alignement) | Laguna Creek | Rural | Sacramento County, California | California | United States | Concrete | Slab | Fixed | 0 | 4 | 0 | 0 | 0 | 0 | Unknown | 2 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/california/oldjacksonroadca16/little_day3_oldjacksonroadca1603287_small.jpg | https://historicbridges.org/california/oldjacksonroadca16/little_day3_oldjacksonroadca1603287.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/oldjacksonroadca16/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.505780,-121.241360 | ||||||||||||||||
| 1734 | ! | Jackson Street Railroad Overpass | One of two old and interesting plate girder railroad overpass bridges near downtown Jackson. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. | 42.250220 | -84.408770 | Jackson Street | Railroad (Norfolk Southern and Amtrak) | Jackson | Jackson County, Michigan | Michigan | United States | Metal | Through | Girder | Fixed | 0 | 3 | 0 | 0 | 1902 | 0 | Unknown | 1 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/jackson/little_dscf2479_small.jpg | https://historicbridges.org/michigan/jackson/little_dscf2479.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/jackson/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.250220,-84.408770 | |||||||||||||||
| 1735 | Jaffrey Road Bridge | This bridge is a concrete arch with a stone facing so it looks like a stone arch bridge, The technical description of the main or most noteworthy span of the bridge is a 21 ft (6.4 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 40.017200 | -75.483670 | Jaffrey Road | Crum Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1920 | 1993 | Unknown | 6 | 3 | 21 | 6.4 | 21 | 6.4 | 20.7 | 6.31 | https://historicbridges.org/pennsylvania/jaffreyrd/little_jaffreyroad011_small.jpg | https://historicbridges.org/pennsylvania/jaffreyrd/little_jaffreyroad011.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/jaffreyrd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.017200,-75.483670 | |||||||||||||||
| 1736 | James Road Bridge | A shallow, simple arch has been abandoned for many years and has badly deteriorated over the years. The technical description of the main or most noteworthy span of the bridge is a 67 ft (20.42 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 42.047060 | -83.494510 | James Road | Stony Creek | Rural | Monroe County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1920 | 0 | Unknown | 3 | 6 | 67 | 20.42 | 82 | 24.99 | 15.7 | 4.79 | https://historicbridges.org/michigan/james/little_p1110140_small.jpg | https://historicbridges.org/michigan/james/little_p1110140.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/james/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.047060,-83.494510 | |||||||||||||||
| 1738 | Jantz Road Bridge | Eddyville Bridge | A picturesque example of work done by Nelson and Buchanan of Chambersburg, Pennsylvania. The technical description of the main or most noteworthy span of the bridge is a 82 ft (24.99 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Nelson and Buchanan of Chambersburg, Pennsylvania. | 40.946940 | -79.276390 | Jantz Road (TR-748, Lower Mudlick Road) | Pine Run | Eddyville (Rural) | Armstrong County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 1895 | 1953 | Nelson and Buchanan of Chambersburg, Pennsylvania | 7 | 7 | 82 | 24.99 | 86 | 26.21 | 12.8 | 3.9 | https://historicbridges.org/pennsylvania/jantz/little_pict8668_small.jpg | https://historicbridges.org/pennsylvania/jantz/little_pict8652.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/jantz/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.946940,-79.276390 | |||||||||||||
| 1739 | Jasper McKeaigg Road Bridge | Lawrence County Bridge 54 | This attractive Pratt truss is nestled in a wooded setting. The technical description of the main or most noteworthy span of the bridge is a 95.5 ft (29.11 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Lafayette Bridge Company of Lafayette, Indiana. | 38.809650 | -86.284690 | Jasper McKeaigg Road (CR-1050 East) | Guthrie Creek | Rural | Lawrence County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1897 | 1982 | Lafayette Bridge Company of Lafayette, Indiana | 7 | 7 | 95.5 | 29.11 | 98 | 29.87 | 12 | 3.66 | https://historicbridges.org/indiana/jasper/little_img_2837_small.jpg | https://historicbridges.org/indiana/jasper/little_img_2837.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/jasper/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.809650,-86.284690 | |||||||||||||
| 1741 | Jeddo Road Mill Creek Bridge | This bridge retains excellent historic integrity and is a Depression era bridge. The technical description of the main or most noteworthy span of the bridge is a 29 ft (8.84 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Marshall Campbell of Port Huron, Michigan. | 43.143540 | -82.836790 | Jeddo Road | Mill Creek | Rural | St. Clair County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | 1939 | 0 | Marshall Campbell of Port Huron, Michigan | 3 | 6 | 29 | 8.84 | 73.8 | 22.49 | 20 | 6.1 | https://historicbridges.org/michigan/jeddo/little_pict8982_small.jpg | https://historicbridges.org/michigan/jeddo/little_pict8982.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/jeddo/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.143540,-82.836790 | |||||||||||||||||
| 1742 | Jefferson Avenue Bridge | The only pony truss style bascule bridge in the entire state of Michigan. The technical description of the main or most noteworthy span of the bridge is a 91 ft (27.74 m) metal rivet-connected Pratt pony truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Strobel Steel Construction Company of Chicago, Illinois. The bridge was primarily designed by Hugh E. Young of Chicago, Illinois. | 42.280800 | -83.128780 | Jefferson Avenue | River Rouge | Detroit | Wayne County, Michigan | Michigan | United States | Metal | Pratt | Rivet-Connected | Pony | Truss | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 1922 | 1982 | Strobel Steel Construction Company of Chicago, Illinois | Hugh E. Young of Chicago, Illinois | 6 | 8 | 91 | 27.74 | 248 | 75.59 | 46 | 14.02 | https://historicbridges.org/other/jefferson/bkg_smichigan095_small.jpg | https://historicbridges.org/other/jefferson/smichigan117.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/jefferson/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.280800,-83.128780 | |||||||||
| 1743 | Jefferson Avenue Clinton River Canal Bridge | This decent sized stringer features some uncommon details. The technical description of the main or most noteworthy span of the bridge is a 59.7 ft (18.2 m) metal stringer (multi-beam), fixed. The bridge was primarily built by E. C. Nolan and Son of Detroit, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 42.561870 | -82.847390 | Jefferson Avenue | Clinton River Canal | Harrison Township | Macomb County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 0 | 0 | 1950 | 0 | E. C. Nolan and Son of Detroit, Michigan | Michigan State Highway Department | 2 | 5 | 59.7 | 18.2 | 196 | 59.74 | 29.5 | 8.99 | https://historicbridges.org/michigan/jeffersonclinton/bkg_07photos129_small.jpg | https://historicbridges.org/michigan/jeffersonclinton/07photos372.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/jeffersonclinton/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.561870,-82.847390 | ||||||||||||||||
| 1745 | Jefferson Avenue Bridge | Jefferson Avenue - Harbin Drive Bridge | This bridge and the Harbin Drive bridge are joined together to form the appearance of a single bridge. The technical description of the main or most noteworthy span of the bridge is a 54.8 ft (16.7 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by W. J. Anschutz of Saginaw, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 42.042560 | -83.214230 | Jefferson Avenue | Huron River | Rural | Wayne County, Michigan and Monroe County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1931 | 0 | W. J. Anschutz of Saginaw, Michigan | Michigan State Highway Department | 3 | 6 | 54.8 | 16.7 | 165 | 50.29 | 36 | 10.97 | https://historicbridges.org/concrete/jeffharbin/little_p1110847_small.jpg | https://historicbridges.org/concrete/jeffharbin/little_p1110771.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/jeffharbin/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.042560,-83.214230 | |||||||||||||||
| 1746 | Jefferson Avenue Bridge | This span is all that is left of a bridge that once was apparantly a high-level and bascule bridge crossing over the Cuyahoga River. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 41.482230 | -81.674040 | Jefferson Avenue (Abandoned Section) | Railroad (Norfolk Southern) | Cleveland | Cuyahoga County, Ohio | Ohio | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/jefferson/bkg_cleveland153_small.jpg | https://historicbridges.org/ohio/jefferson/cleveland0277.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/jefferson/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.482230,-81.674040 | ||||||||||||||
| 1747 | Jefferson Boulevard Bridge | St. Joseph County Bridge 209 | This is the oldest and one of the most ornate of South Bend's arch bridges. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Scribner and Heyworth of Chicago, Illinois. The bridge was primarily designed by A. J. Hammond. | 41.675070 | -86.245080 | Jefferson Boulevard | St. Joseph River | South Bend | St. Joseph County, Indiana | Indiana | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 4 | 0 | 0 | 1905 | 2004 | Scribner and Heyworth of Chicago, Illinois | A. J. Hammond | 7 | 7 | 110 | 33.53 | 490 | 149.35 | 51.8 | 15.79 | https://historicbridges.org/indiana/jefferson/little_jefferson646_small.jpg | https://historicbridges.org/indiana/jefferson/little_jefferson646.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/jefferson/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.675070,-86.245080 | |||||||||||||
| 1748 | Jefferson Street Bridge | Marshall County Bridge 228 | One of three concrete arch bridges in Plymouth. The technical description of the main or most noteworthy span of the bridge is a 69 ft (21.03 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 41.343610 | -86.308650 | Jefferson Street | Yellow River | Plymouth | Marshall County, Indiana | Indiana | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1927 | 1987 | Unknown | 4 | 5 | 69 | 21.03 | 138 | 42.06 | 51 | 15.54 | https://historicbridges.org/indiana/plymouthjefferson/little_p1380638_small.jpg | https://historicbridges.org/indiana/plymouthjefferson/little_p1380638.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/plymouthjefferson/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.343610,-86.308650 | ||||||||||||||
| 1749 | Jefferson Street Bridge | This bridge page provides an overview of the rare Scherzer rolling lift bridges of Joliet as well as many photos of this bridge in raised position. The technical description of the main or most noteworthy span of the bridge is a 166 ft (50.6 m) metal rivet-connected Pratt through truss, movable: double leaf bascule, Rolling Lift. The bridge was primarily built by Mississippi Valley Structural Steel Company. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. | 41.524900 | -88.086660 | Eastbound US-30 (Jefferson Street) | Des Plaines River | Joliet | Will County, Illinois | Illinois | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Movable: Double Leaf Bascule | Rolling Lift | 0 | 1 | 0 | 2 | 1933 | 1987 | Mississippi Valley Structural Steel Company | Scherzer Rolling Lift Bridge Company of Chicago, Illinois | 7 | 7 | 166 | 50.6 | 331 | 100.89 | 40 | 12.19 | https://historicbridges.org/illinois/jefferson/little_pict0720_small.jpg | https://historicbridges.org/illinois/jefferson/little_pict0720.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/jefferson/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.524900,-88.086660 | ||||||||||||
| 1750 | ! | Jefferson Street Bridge | Karns Crossing Bridge | This massive-membered truss bridge is unique because its two main spans are separate from each other. The technical description of the main or most noteworthy span of the bridge is a 168 ft (51.21 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. | 40.871180 | -79.876140 | Jefferson Street (PA-68) | Buffalo and Pittsburgh Railroad Yard and Connoquenessing Creek | Butler | Butler County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 2 | 0 | 9 | 1937 | 1984 | Unknown | Pennsylvania State Highway Department | 6 | 7 | 168 | 51.21 | 868.2 | 264.63 | 33.8 | 10.3 | https://historicbridges.org/pennsylvania/jefferson/butler24_small.jpg | https://historicbridges.org/pennsylvania/jefferson/butler22.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/jefferson/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.871180,-79.876140 | |||||||||||
| 1752 | ! | Jefferson Road Bridge | The smaller of two nearby bridges that have an unusual, primitive design to them unlike other Michigan girders. The technical description of the main or most noteworthy span of the bridge is a 31.8 ft (9.69 m) concrete through girder, fixed. The bridge was primarily built by Unknown. | 43.436980 | -84.514870 | Jefferson Road | Bush Creek | Rural | Gratiot County, Michigan | Michigan | United States | Concrete | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1930 | 0 | Unknown | 4 | 6 | 31.8 | 9.69 | 36.7 | 11.19 | 16 | 4.88 | https://historicbridges.org/michigan/jeffersonrd/little_pict7381_small.jpg | https://historicbridges.org/michigan/jeffersonrd/little_pict7381.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/jeffersonrd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.436980,-84.514870 | |||||||||||||||
| 1753 | Jenkinsburg Road Bridge | Indian Creek Road Bridge | This attractive bridge is an unusual example of a truss bridge with bolted field connections during the riveted era. The technical description of the main or most noteworthy span of the bridge is a 101.7 ft (31 m) metal bolt-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. | 33.290800 | -84.095160 | Jenkinsburg Road (Indian Creek Road) | Towaliga River | Rural | Spalding County, Georgia and Butts County, Georgia | Georgia | United States | Metal | Polygonal Warren | Bolt-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 1937 | 0 | Unknown | 6 | 6 | 101.7 | 31 | 101.7 | 31 | 17.4 | 5.3 | https://historicbridges.org/georgia/jenkinsburg/little_dsc_4261_small.jpg | https://historicbridges.org/georgia/jenkinsburg/little_dsc_4261.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=georgia/jenkinsburg/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.290800,-84.095160 | |||||||||||||
| 1754 | Jerrys Run Private Bridge | An attractive Warren pony truss retains good historic integrity. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 39.065560 | -81.656470 | Private Trail | Pond Creek | Jerrys Run (Rural) | Wood County, West Virginia | West Virginia | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/wvirginia/jerrysrun/07march0935_small.jpg | https://historicbridges.org/wvirginia/jerrysrun/07march0935.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/jerrysrun/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.065560,-81.656470 | ||||||||||||||
| 1755 | Jerusalem Road Bridge | A very rare example of a pony truss built by the noteworthy Morse Bridge Company of Youngstown, Ohio. The technical description of the main or most noteworthy span of the bridge is a 68 ft (20.73 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Morse Bridge Company of Youngstown, Ohio. | 41.836667 | -80.426667 | Jerusalem Road (TR-885) | Stone Run | Rural | Crawford County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1884 | 1988 | Morse Bridge Company of Youngstown, Ohio | 7 | 7 | 68 | 20.73 | 68 | 20.73 | 12.8 | 3.9 | https://historicbridges.org/pennsylvania/jerusalem/little_pict6271_small.jpg | https://historicbridges.org/pennsylvania/jerusalem/little_pict6271.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/jerusalem/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.836667,-80.426667 | ||||||||||||||
| 1756 | Jibboom Street Ramp Bridge | With its unusual bents for support, this bridge provides a ramp approach to the historic I Street Bridge. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal pin and hanger stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 38.587370 | -121.504800 | Jibboom Street | Sacramento River | Sacramento | Sacramento County, California | California | United States | Metal | Pin and Hanger | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1936 | 0 | Unknown | 4 | 5 | 80 | 24.38 | 850 | 259.08 | 23.3 | 7.1 | https://historicbridges.org/california/jibboom/little_day3_istreetbridge03147_small.jpg | https://historicbridges.org/california/jibboom/little_day3_istreetbridge03147.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/jibboom/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.587370,-121.504800 | ||||||||||||||||
| 1757 | Jibboom Street Bridge | This attractive swing bridge is the centerpiece of a park setting. The technical description of the main or most noteworthy span of the bridge is a 361 ft (110.03 m) metal rivet-connected Pratt through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Lord and Bishop. | 38.599740 | -121.506260 | Jibboom Street (Discovery Park Road) | American River | Sacramento | Sacramento County, California | California | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 0 | 1 | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 7 | 9 | 1931 | 2018 | Lord and Bishop | 7 | 7 | 361 | 110.03 | 959 | 292.3 | 24 | 7.32 | https://historicbridges.org/california/discoveryparkjibboom/little_day3_discoveryparkbridgejibboomstreet02537_small.jpg | https://historicbridges.org/california/discoveryparkjibboom/little_day3_discoveryparkbridgejibboomstreet02537.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/discoveryparkjibboom/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.599740,-121.506260 | |||||||
| 1758 | Jimtown Bridge | This is a highly unusual continuous pony truss that also has cantilevered girder approach spans. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal continuous rivet-connected Warren pony truss, fixed. The bridge was primarily built by Judson Pacific Murphy Company. | 38.658680 | -122.829610 | Alexander Valley Road | Russian River | Rural | Sonoma County, California | California | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 10 | Continuous | 5 | Concrete | Girder | Fixed | 0 | Cantilever | 30 | 1949 | 0 | Judson Pacific Murphy Company | 6 | 6 | 120 | 36.58 | 1384 | 421.84 | 26.6 | 8.11 | https://historicbridges.org/california/alexandervalleyroad/little_day5_alexandervalleyroad05794_small.jpg | https://historicbridges.org/california/alexandervalleyroad/little_day5_alexandervalleyroad05794.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/alexandervalleyroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.658680,-122.829610 | |||||||||
| 1759 | John Eisenhower Bridge | Water Works Road Bridge | An exceedingly rare example of work by this builder, this bridge displays the unique details of the company. The technical description of the main or most noteworthy span of the bridge is a 81 ft (24.69 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Gilbert and Smith of Gettysburg, Pennsylvania. | 39.798500 | -77.268690 | Water Works Road | Willoughby Run | Rural | Adams County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1886 | 1998 | Gilbert and Smith of Gettysburg, Pennsylvania | 8 | 8 | 81 | 24.69 | 84 | 25.6 | 13.8 | 4.21 | https://historicbridges.org/pennsylvania/waterworks/little_p1210776_small.jpg | https://historicbridges.org/pennsylvania/waterworks/little_p1210776.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/waterworks/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.798500,-77.268690 | |||||||||||||
| 1765 | Johnstown Incline Plane Bridge | Significant in its own right, this bridge is also part of an impressive and historic incline. The technical description of the main or most noteworthy span of the bridge is a 230 ft (70.1 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. | 40.325920 | -78.925590 | Johnstown Incline Access | Stonycreek River | Johnstown | Cambria County, Pennsylvania | Pennsylvania | United States | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 12 | 1 | 0 | 0 | 1890 | 2001 | Phoenix Bridge Company of Phoenixville, Pennsylvania | 8 | 8 | 230 | 70.1 | 237 | 72.24 | 16.7 | 5.09 | https://historicbridges.org/pennsylvania/johnstownincline/bkg_swpenn0818_small.jpg | https://historicbridges.org/pennsylvania/johnstownincline/swpenn071520.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/johnstownincline/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.325920,-78.925590 | ||||||||||||||
| 1767 | Johnstown Streetcar Bridge | This bridge is missing a span but is a remnant from the use of streetcars in Johnstown. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 40.291860 | -78.916740 | Abandoned Streetcar Line | Stonycreek River | Johnstown | Cambria County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 2 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/johnstownabandoned/bkg_swpenn0846_small.jpg | https://historicbridges.org/pennsylvania/johnstownabandoned/swpenn071616.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/johnstownabandoned/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.291860,-78.916740 | ||||||||||||||
| 1768 | Joliet Illinois and Michigan Canal Railroad Bridge | A traditionally designed Baltimore through truss with a heavy skew. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 41.539220 | -88.082270 | Railroad (Burlington Northern and Santa Fe) | Illinois and Michigan Canal | Joliet | Will County, Illinois | Illinois | United States | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1935 | 0 | American Bridge Company of New York, New York | 7 | 6 | 200 | 60.96 | 200 | 60.96 | 0 | 0 | https://historicbridges.org/illinois/jolietrr3/little_pict0854_small.jpg | https://historicbridges.org/illinois/jolietrr3/little_pict0854.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/jolietrr3/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.539220,-88.082270 | ||||||||||||||
| 1769 | Joliet North Railroad Bridge | A large vertical lift railroad bridge slightly north of Joliet, and hard to reach without a boat. The technical description of the main or most noteworthy span of the bridge is a 275 ft (83.82 m) metal rivet-connected Polygonal Warren through truss, movable: vertical lift, Tower Drive. The bridge was primarily built by Unknown. | 41.554970 | -88.077650 | Railroad (Elgin, Joliet and Eastern) | Des Plaines River | Joliet | Will County, Illinois | Illinois | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Movable: Vertical Lift | Tower Drive | 0 | 1 | 0 | 0 | 1934 | 0 | Unknown | 7 | 7 | 275 | 83.82 | 700 | 213.36 | 0 | 0 | https://historicbridges.org/illinois/jolietrr2/little_pict0863_small.jpg | https://historicbridges.org/illinois/jolietrr2/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/jolietrr2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.554970,-88.077650 | |||||||||||||
| 1770 | Joliet Railroad Bridge | This is the big vertical lift railroad bridge that is in the center of Joliet. The technical description of the main or most noteworthy span of the bridge is a 302 ft (92.05 m) metal rivet-connected Pennsylvania through truss, movable: vertical lift, Tower Drive. The bridge was primarily built by American Bridge Company of New York, New York. | 41.520920 | -88.087820 | Railroad (CSX) | Des Plaines River | Joliet | Will County, Illinois | Illinois | United States | Metal | Pennsylvania | Rivet-Connected | Through | Truss | Movable: Vertical Lift | Tower Drive | 20 | 1 | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 12 | 2 | 1932 | 0 | American Bridge Company of New York, New York | 7 | 7 | 302 | 92.05 | 552 | 168.25 | 32 | 9.75 | https://historicbridges.org/illinois/jolietrr1/little_pict0662_small.jpg | https://historicbridges.org/illinois/jolietrr1/little_pict0662.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/jolietrr1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.520920,-88.087820 | |||||||
| 1772 | Jones Road Bridge | A good representative example of an I-96 curved t-beam overpass. The technical description of the main or most noteworthy span of the bridge is a 75.8 ft (23.1 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by L. A. Davidson of Saginaw, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 42.821580 | -84.818170 | Jones Road | I-96 | Rural | Clinton County, Michigan | Michigan | United States | Concrete | Curved | T-Beam | Fixed | 0 | Continuous | 4 | 0 | 0 | 1957 | 0 | L. A. Davidson of Saginaw, Michigan | Michigan State Highway Department | 2 | 2 | 75.8 | 23.1 | 257.6 | 78.52 | 26 | 7.92 | https://historicbridges.org/michigan/jonesi96/little_p1150096_small.jpg | https://historicbridges.org/michigan/jonesi96/little_p1150088.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/jonesi96/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.821580,-84.818170 | ||||||||||||||
| 1773 | Jonesville Road Bridge | This very unusual bridge is noteworthy for its lightweight vertical members. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 44.153934 | -84.860162 | Jonesville Road | Muskegon River | Rural | Clare County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 1929 | Unknown | 7 | 8 | 100 | 30.48 | 101 | 30.78 | 16 | 4.88 | https://historicbridges.org/michigan/jonesville/little_zimg_20211113_111849_small.jpg | https://historicbridges.org/michigan/jonesville/little_zimg_20211113_111849.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/jonesville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.153934,-84.860162 | ||||||||||||||
| 1776 | Jugtown Road Bridge | This impressive bridge is an early surviving pin-connected truss and is noted for itsspan length and lack of alteration. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by P. E. Lane of Chicago, Illinois. | 41.218720 | -88.321550 | Jugtown Road (TR-172) | East Fork Mazon River | Rural | Grundy County, Illinois | Illinois | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1884 | 0 | P. E. Lane of Chicago, Illinois | 7 | 8 | 170 | 51.82 | 172 | 52.43 | 13.8 | 4.21 | https://historicbridges.org/illinois/jugtown/little_jugtown1628_small.jpg | https://historicbridges.org/illinois/jugtown/little_jugtown1628.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/jugtown/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.218720,-88.321550 | ||||||||||||||
| 1777 | Junction Road Bridge | TR-235 Bridge | As an 1870s bowstring truss bridge, this spectacular Massillon Bridge Company of Massillon, Ohio example has high significance! The technical description of the main or most noteworthy span of the bridge is a 142 ft (43.28 m) metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. | 39.611520 | -84.785340 | Junction Road (TR-235) | 4 Mile Creek | Rural | Preble County, Ohio | Ohio | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Through | Truss | Fixed | 0 | 1 | 0 | 0 | 1875 | 0 | Massillon Bridge Company of Massillon, Ohio | 9 | 9 | 142 | 43.28 | 142 | 43.28 | 15.7 | 4.79 | https://historicbridges.org/ohio/junction2/little_pict2034_small.jpg | https://historicbridges.org/ohio/junction2/little_pict2034.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/junction2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.611520,-84.785340 | |||||||||||||
| 1779 | Kalamazoo River Railroad Bridge | An extremely rare example of a railroad pony truss bridge, plus it is two-span, and has highly unusual plate steel members! The technical description of the main or most noteworthy span of the bridge is a 102 ft (31.09 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Detroit Bridge and Iron Works of Detroit, Michigan. | 42.426620 | -85.618130 | Railroad (Norfolk Southern) | Kalamazoo River | Rural | Allegan County, Michigan | Michigan | United States | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 9 | 2 | 0 | 0 | 1900 | 0 | Detroit Bridge and Iron Works of Detroit, Michigan | 7 | 7 | 102 | 31.09 | 205 | 62.48 | 0 | 0 | https://historicbridges.org/truss/kalamazoo/spring06_227_small.jpg | https://historicbridges.org/truss/kalamazoo/kal_small.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/kalamazoo/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.426620,-85.618130 | ||||||||||||||
| 1780 | Kamloops CN Railway Bridge | CN Railway Swing Bridge | This attractive swing bridge provides a functional and historical crossing for trains. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, movable: swing, Center Pier. The bridge was primarily built by Unknown. | 50.681000 | -120.335510 | Railroad (CN) | South Thompson River | Kamloops | Thompson-Nicola District, British Columbia | British Columbia | Canada | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Swing | Center Pier | 0 | 1 | Metal | Through | Girder | Fixed | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/britishcolumbia/kamloopsrr/little_redbridgeandcnrailswingbridge011_small.jpg | https://historicbridges.org/britishcolumbia/kamloopsrr/little_redbridgeandcnrailswingbridge011.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/kamloopsrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.681000,-120.335510 | ||||||||
| 1781 | Kaneville Bridge | This is a tiny little pony truss just off a major highway on a dead-end road. The technical description of the main or most noteworthy span of the bridge is a 34 ft (10.36 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Smith Bridge Company of Toledo, Ohio. | 41.504930 | -79.701700 | Harper Road (TR-587) | Cherrytree Run | Rural | Venango County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 1985 | Smith Bridge Company of Toledo, Ohio | 6 | 6 | 34 | 10.36 | 38 | 11.58 | 10.8 | 3.29 | https://historicbridges.org/pennsylvania/kaneville/little_pict6685_small.jpg | https://historicbridges.org/pennsylvania/kaneville/little_pict6685.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/kaneville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.504930,-79.701700 | ||||||||||||||
| 1782 | Kankakee Railroad Bridge | This is an uncommon and beautiful example of a concrete arch railroad bridge. The technical description of the main or most noteworthy span of the bridge is a 85 ft (25.91 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Gould Construction Company of Davenport, Iowa and Walsh Construction Company of Davenport, Iowa. | 41.113370 | -87.866940 | Railroad (Illinois Central) | Kankakee River and River Street | Kankakee | Kankakee County, Illinois | Illinois | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 6 | 0 | 0 | 1919 | 0 | Gould Construction Company of Davenport, Iowa and Walsh Construction Company of Davenport, Iowa | 6 | 7 | 85 | 25.91 | 630 | 192.02 | 65 | 19.81 | https://historicbridges.org/illinois/kankakeerr/little_img_2118_small.jpg | https://historicbridges.org/illinois/kankakeerr/little_img_2118.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/kankakeerr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.113370,-87.866940 | |||||||||||||||
| 1783 | Kanona Bridge | This representative example of a state standard truss is an aesthetic asset to the roadway it serves. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by New York State Department of Public Works. | 42.106667 | -77.145556 | NY-415 | Cohocton River | Kanona | Steuben County, New York | New York | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1931 | 1986 | Unknown | New York State Department of Public Works | 5 | 5 | 160 | 48.77 | 167 | 50.9 | 28.5 | 8.69 | https://historicbridges.org/newyork/kanona/little_img_5483_small.jpg | https://historicbridges.org/newyork/kanona/little_img_5483.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/kanona/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.106667,-77.145556 | |||||||||||||
| 1785 | Kearsley Park Boulevard Bridge | This small arch bridge is one of several historic structures in an attractive park. The technical description of the main or most noteworthy span of the bridge is a 26 ft (7.92 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 43.027130 | -83.671100 | Kearsley Park Boulevard | Gilkey Creek | Flint | Genesee County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1920 | 0 | Unknown | 3 | 5 | 26 | 7.92 | 31.8 | 9.69 | 32.2 | 9.81 | https://historicbridges.org/michigan/kearsley/little_dscf4285_small.jpg | https://historicbridges.org/michigan/kearsley/little_dscf4285.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/kearsley/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.027130,-83.671100 | |||||||||||||||
| 1786 | Kedzie Avenue Bridge | Although the structure type is simple, this bridge is somewhat unusual on this section of canal. The technical description of the main or most noteworthy span of the bridge is a 148.6 ft (45.29 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 41.831620 | -87.704670 | Kedzie Avenue | Chicago Sanitary and Ship Canal | Chicago | Cook County, Illinois | Illinois | United States | Metal | Through | Girder | Fixed | 0 | 4 | 0 | 0 | 1970 | 0 | Unknown | 1 | 2 | 148.6 | 45.29 | 350 | 106.68 | 48 | 14.63 | https://historicbridges.org/illinois/kedzie/little_p1250497_small.jpg | https://historicbridges.org/illinois/kedzie/little_p1250497.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/kedzie/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.831620,-87.704670 | ||||||||||||||||
| 1787 | Kedzie Avenue Cal Sag Channel Bridge | With a wide deck, this is one of a number of late examples of metal truss construction on the Sag Channel. The technical description of the main or most noteworthy span of the bridge is a 254 ft (77.42 m) metal bolt-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Alfred Benesch and Associates of Chicago, Illinois. | 41.651620 | -87.699350 | Kedzie Avenue | Calumet Sag Channel | Robbins | Cook County, Illinois | Illinois | United States | Metal | Polygonal Warren | Bolt-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 1964 | 0 | Unknown | Alfred Benesch and Associates of Chicago, Illinois | 4 | 3 | 254 | 77.42 | 348 | 106.07 | 53.2 | 16.22 | https://historicbridges.org/illinois/kedziesag/little_p1190039_small.jpg | https://historicbridges.org/illinois/kedziesag/little_p1190039.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/kedziesag/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.651620,-87.699350 | ||||||||||
| 1792 | Keeseville Suspension Bridge | An unusual deviation from the usual type of bridge its builder built, this is also a rare example of an old and unaltered suspension foot bridge. The technical description of the main or most noteworthy span of the bridge is a 240 ft (73.15 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. | 44.503640 | -73.482510 | Pedestrian Walkway (Clinton Street) | Ausable River | Keeseville | Clinton County, New York and Essex County, New York | New York | United States | Metal | Pony Truss Stiffening | Wire Cable | Suspension | Fixed | 0 | 1 | 0 | 0 | 1888 | 0 | Berlin Iron Bridge Company of East Berlin, Connecticut | 9 | 9 | 240 | 73.15 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/keesevillesuspension/little_p1070546_small.jpg | https://historicbridges.org/newyork/keesevillesuspension/little_p1070546.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/keesevillesuspension/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.503640,-73.482510 | |||||||||||||||
| 1793 | Keggereis Ford Bridge | This is an early and uncommon example of a ribbed arch bridge. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) concrete Closed Spandrel (Ribbed) deck arch, fixed. The bridge was primarily built by Nelson Construction Company of Chambersburg, Pennsylvania. | 40.121120 | -77.777670 | PA-4006 | West Branch Conococheague Creek | Rural | Franklin County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel (Ribbed) | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1907 | 0 | Nelson Construction Company of Chambersburg, Pennsylvania | 6 | 6 | 45 | 13.72 | 108 | 32.92 | 12 | 3.66 | https://historicbridges.org/pennsylvania/sr4006franklincounty/little_p1220280_small.jpg | https://historicbridges.org/pennsylvania/sr4006franklincounty/little_p1220280.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/sr4006franklincounty/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.121120,-77.777670 | |||||||||||||||
| 1794 | Keitel Road Bridge | Bridge E-196 | An excellent example of a fixed Erie Canal truss bridge, this bridge has end panels of bottom chord that are sloped slightly. The technical description of the main or most noteworthy span of the bridge is a 151 ft (46.02 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by McMyler-Interstate Company of Cleveland, Ohio. | 43.249160 | -78.149380 | Keitel Road | Erie Canal (New York State Barge Canal) | Rural | Orleans County, New York | New York | United States | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Concrete | Slab | Fixed | 0 | 2 | 1912 | 2009 | McMyler-Interstate Company of Cleveland, Ohio | 7 | 6 | 151 | 46.02 | 193 | 58.83 | 14.8 | 4.51 | https://historicbridges.org/newyork/keitel/little_keitel9_1_small.jpg | https://historicbridges.org/newyork/keitel/little_img_4087.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/keitel/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.249160,-78.149380 | ||||||||||
| 1795 | Kellers Road Bridge | Red Bridge | This highly unusual and significant truss bridge sits abandoned and forgotten. The technical description of the main or most noteworthy span of the bridge is a 102 ft (31.09 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: Although this bridge continues to be listed on the National Bridge Inventory and was inspected in 2008 implying public ownership, signs around the bridge suggest the bridge is now privately owned and thus not available to the public. | 41.010510 | -76.073860 | Kellers Road (TR-340) | Nescopeck Creek | Rural | Luzerne County, Pennsylvania | Pennsylvania | United States | Although this bridge continues to be listed on the National Bridge Inventory and was inspected in 2008 implying public ownership, signs around the bridge suggest the bridge is now privately owned and thus not available to the public. | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 8 | 8 | 102 | 31.09 | 105 | 32 | 16 | 4.88 | https://historicbridges.org/pennsylvania/kellers/little_kellersroadbridgeadd_6676_7_8vib_small.jpg | https://historicbridges.org/pennsylvania/kellers/little_kellersroadbridgeadd_6676_7_8vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/kellers/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.010510,-76.073860 | ||||||||||||
| 1796 | ! | Kelley Bridge | Curt Wright Road Bridge, County Bridge Number 16 | Located in a breathtaking setting, this bridge retains exellent historic integrity. The technical description of the main or most noteworthy span of the bridge is a 118 ft (35.97 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Pittsburgh Bridge Company of Pittsburgh, Pennsylvania, Nelson and Buchanan of Chambersburg, Pennsylvania Agents. | 41.687670 | -76.658930 | Curt Wright Road (TR-330) | Towanda Creek | Rural | Bradford County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1892 | 1962 | Pittsburgh Bridge Company of Pittsburgh, Pennsylvania, Nelson and Buchanan of Chambersburg, Pennsylvania Agents | 7 | 7 | 118 | 35.97 | 123 | 37.49 | 12.5 | 3.81 | https://historicbridges.org/pennsylvania/curtwright/newyork0746_small.jpg | https://historicbridges.org/pennsylvania/curtwright/newyork0746.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/curtwright/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.687670,-76.658930 | ||||||||||||
| 1804 | Kensington Bridge | Dundas Street Bridge | A beautiful three span example of a London pony truss with unusual truss configuration. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Modified Warren pony truss, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. | 42.982330 | -81.256640 | Dundas Street | South Branch Thames River | London | Middlesex County, Ontario | Ontario | Canada | Metal | Modified Warren | Rivet-Connected | Pony | Truss | Fixed | 7 | 3 | 0 | 0 | 1930 | 1960 | Hamilton Bridge Company of Hamilton, Ontario | 7 | 7 | 0 | 0 | 313 | 95.4 | 0 | 0 | https://historicbridges.org/truss/dundas/little_bkg_london40_small.jpg | https://historicbridges.org/truss/dundas/little_bkg_london40.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/dundas/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.982330,-81.256640 | |||||||||||||
| 1805 | Kensington Road Bridge | A small but unaltered mid-20th Century steel stringer bridge in Michigan. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by W. L. Eva of Howell, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 42.513610 | -83.689820 | Kensington Road | Huron River | Rural | Livingston County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1957 | 0 | W. L. Eva of Howell, Michigan | Michigan State Highway Department | 1 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/kensington/little_p1370125_small.jpg | https://historicbridges.org/michigan/kensington/little_p1370125.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/kensington/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.513610,-83.689820 | ||||||||||||||||
| 1808 | L | Kerwood Road Bridge | A large deck plate girder built in the 1960s. The technical description of the main or most noteworthy span of the bridge is a metal Variable Depth deck girder, fixed. The bridge was primarily built by Unknown. | 43.082320 | -81.734440 | Kerwood Road | Au Sable River | Rural | Middlesex County, Ontario | Ontario | Canada | Metal | Variable Depth | Deck | Girder | Fixed | 0 | 3 | 0 | 0 | 1964 | 0 | Unknown | 4 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/other/kerwood/little_pict6040_small.jpg | https://historicbridges.org/other/kerwood/little_pict6040.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/kerwood/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.082320,-81.734440 | ||||||||||||||
| 1810 | Keys Bridge | Keyes Road Bridge | One of a number of interesting pony truss bridges remaining in the county built by Nelson and Buchanan of Chambersburg, Pennsylvania. The technical description of the main or most noteworthy span of the bridge is a 58 ft (17.68 m) metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Nelson and Buchanan of Chambersburg, Pennsylvania. | 40.371190 | -80.364540 | Keyes Road (TR-821) | Raccoon Creek | Rural | Washington County, Pennsylvania | Pennsylvania | United States | Metal | Double-Intersection Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1903 | 0 | Nelson and Buchanan of Chambersburg, Pennsylvania | 6 | 6 | 58 | 17.68 | 61 | 18.59 | 12 | 3.66 | https://historicbridges.org/pennsylvania/keys/little_pict0154_small.jpg | https://historicbridges.org/pennsylvania/keys/little_pict0154.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/keys/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.371190,-80.364540 | |||||||||||||
| 1811 | Keystone Bridge | This is one of the largest known stone arch bridges in Michigan. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 46.473580 | -90.002140 | Railroad (Chicago and Northwestern Rail-Trail) | Black River | Ramsay | Gogebic County, Michigan | Michigan | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1891 | 0 | Unknown | 6 | 9 | 45 | 13.72 | 45 | 13.72 | 44 | 13.41 | https://historicbridges.org/michigan/ramsayarch/bkg_IMG_007114_small.jpg | https://historicbridges.org/michigan/ramsayarch/IMG_0065.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/ramsayarch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.473580,-90.002140 | |||||||||||||||
| 1813 | Khyex River Railway Bridge | This traditional railway truss bridge displays real heritage next to a modern highway bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. | 54.232200 | -129.804660 | Railroad | Khyex River | Rural | Kitimat-Stikine District, British Columbia | British Columbia | Canada | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/britishcolumbia/khyex/little_4940395368_2c2115a756khyexriverrailroadbridge_o_small.jpg | https://historicbridges.org/britishcolumbia/khyex/little_4940395368_2c2115a756khyexriverrailroadbridge_o.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/khyex/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=54.232200,-129.804660 | ||||||||||||||
| 1814 | Kiceniuk Road Bridge | A well-preserved three span pony truss is a highly unusual sight. The technical description of the main or most noteworthy span of the bridge is a 48 ft (14.63 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 40.579440 | -74.888510 | Kiceniuk Road | South Branch Raritan River | Rural | Hunterdon County, New Jersey | New Jersey | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 3 | 0 | 0 | 1927 | 1995 | Unknown | 7 | 7 | 48 | 14.63 | 150 | 45.72 | 12.5 | 3.81 | https://historicbridges.org/newjersey/kiceniuk/little_pict5140_small.jpg | https://historicbridges.org/newjersey/kiceniuk/little_img_1577.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/kiceniuk/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.579440,-74.888510 | ||||||||||||||
| 1815 | Kinnickinnic River Railroad Bridge | A large span lattice truss camelback swing bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Lattice (Quadruple Warren) through truss, movable: swing, Center Pier. The bridge was primarily built by Unknown. | 43.013700 | -87.904270 | Railroad (Union Pacific) | Kinnickinnic River | Milwaukee | Milwaukee County, Wisconsin | Wisconsin | United States | Metal | Lattice (Quadruple Warren) | Rivet-Connected | Through | Truss | Movable: Swing | Center Pier | 0 | 1 | 0 | 0 | 1880 | 1898 | Unknown | 8 | 8 | 0 | 0 | 234 | 71.32 | 0 | 0 | https://historicbridges.org/wisconsin/kinnickinnic/little_405_small.jpg | https://historicbridges.org/wisconsin/kinnickinnic/little_405.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/kinnickinnic/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.013700,-87.904270 | |||||||||||||
| 1816 | Kidwell Bridge | A one-lane structure, this is a fairly old, double span structure. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Duncan Construction Company of Marlinton, West Virginia. | 39.532520 | -80.890750 | Elk Fork Road | Pleasant Creek | Kidwell (Rural) | Tyler County, West Virginia | West Virginia | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1918 | 0 | Duncan Construction Company of Marlinton, West Virginia | 5 | 6 | 50 | 15.24 | 108 | 32.92 | 15.4 | 4.69 | https://historicbridges.org/wvirginia/kidwell/bkg_07march444_small.jpg | https://historicbridges.org/wvirginia/kidwell/07march1196.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/kidwell/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.532520,-80.890750 | |||||||||||||||
| 1817 | Kiemont Hill Road Bridge | County Bridge Number 41 | This is an significant example of a bridge built by one of the top bridge companies in Pennsylvania. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Nelson and Buchanan of Chambersburg, Pennsylvania. | 41.678020 | -76.251200 | Kiemont Hill Road (TR-461) | Wyalusing Creek | Rural | Bradford County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1902 | 1956 | Nelson and Buchanan of Chambersburg, Pennsylvania | 7 | 8 | 175 | 53.34 | 181 | 55.17 | 15 | 4.57 | https://historicbridges.org/pennsylvania/kiemont/bkg_newyork334_small.jpg | https://historicbridges.org/pennsylvania/kiemont/newyork0986.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/kiemont/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.678020,-76.251200 | |||||||||||||
| 1819 | ! | Kilburn Road Bridge | This extremely unusual bridge is a steel truss that was reused by encasement with reinforced concrete. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal (concrete encased) rivet-connected Warren pony truss, fixed. The bridge was primarily built by Pacific Construction Company. The bridge was primarily designed by D. M. McPhetres. | 37.399220 | -121.032490 | Kilburn Road | Orestimba Creek | Rural | Stanislaus County, California | California | United States | Metal (Concrete Encased) | Warren | Rivet-Connected | Pony | Truss | Fixed | 8 | 1 | 0 | 0 | 1918 | 0 | Pacific Construction Company | D. M. McPhetres | 7 | 8 | 60 | 18.29 | 62 | 18.9 | 19.7 | 6 | https://historicbridges.org/california/kilburnroadbridge/little_day2_kilburnroadbridge01667_small.jpg | https://historicbridges.org/california/kilburnroadbridge/little_day2_kilburnroadbridge01667.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/kilburnroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.399220,-121.032490 | ||||||||||||
| 1821 | Kimberton Road Bridge | This tiny stone arch bridge has assymetrical railings. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 40.114290 | -75.604890 | Kimberton Road | Branch Pickering Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/kimbertonrdwvincent/little_kimbertonrdwvincent2_small.jpg | https://historicbridges.org/pennsylvania/kimbertonrdwvincent/little_kimbertonrdwvincent2.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/kimbertonrdwvincent/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.114290,-75.604890 | |||||||||||||||
| 1823 | King Road Bridge | A rare example of a multi-span concrete through girder, this bridge was once part of a major highway. The technical description of the main or most noteworthy span of the bridge is a 30.8 ft (9.39 m) concrete through girder, fixed. The bridge was primarily built by Samuel Mills of Escanaba, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 46.263370 | -87.092900 | King Road (CR-280 and Old US-41) | Whitefish River | Rural | Alger County, Michigan | Michigan | United States | Concrete | Through | Girder | Fixed | 0 | 2 | 0 | 0 | 1919 | 0 | Samuel Mills of Escanaba, Michigan | Michigan State Highway Department | 6 | 7 | 30.8 | 9.39 | 70 | 21.34 | 18 | 5.49 | https://historicbridges.org/michigan/king/little_kingroadcr280_1241_small.jpg | https://historicbridges.org/michigan/king/little_kingroadcr280_1241.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/king/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.263370,-87.092900 | |||||||||||||||
| 1824 | King Street Bridge | Although a small example, open spandrel deck arch bridges like this are exceedingly rare in Ontario. The technical description of the main or most noteworthy span of the bridge is a 61.5 ft (18.75 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 44.300010 | -78.555380 | King Street (TC-7) | Pigeon River | Omemee | Kawartha Lakes City, Ontario | Ontario | Canada | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1932 | 2011 | Unknown | 5 | 7 | 61.5 | 18.75 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/omemeekh7/little_p1570604_small.jpg | https://historicbridges.org/ontario/omemeekh7/little_p1570604.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/omemeekh7/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.300010,-78.555380 | |||||||||||||||
| 1825 | King Street Bridge | This ancient bridge is half plate girder and half a rare pony truss design! The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. The bridge was primarily designed by Charles Sproatt. | 43.640480 | -79.419660 | Railroad (Go, Canadian National) | King Street | Toronto | Toronto City, Ontario | Ontario | Canada | Metal | Double-Intersection Warren | Rivet-Connected | Pony | Truss | Fixed | 0 | 2 | 0 | 0 | 1888 | 1975 | Hamilton Bridge Company of Hamilton, Ontario | Charles Sproatt | 7 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/kingstreet/little_kingstreet0230_small.jpg | https://historicbridges.org/ontario/kingstreet/little_kingstreet0230.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/kingstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.640480,-79.419660 | |||||||||||||
| 1826 | Martins Creek Viaduct | Kingsley Bridge | This bridge is the little brother to the Tunkhannock Viaduct, but is a very large bridge in its own right. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by F. M. Talbot Construction Company of New York, New York. | 41.744540 | -75.752700 | Railroad (St Lawrence and Hudson / Norfolk Southern) | Martins Creek | Rural | Susquehanna County, Pennsylvania | Pennsylvania | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 10 | 0 | 0 | 1915 | 0 | F. M. Talbot Construction Company of New York, New York | 8 | 8 | 150 | 45.72 | 1600 | 487.68 | 0 | 0 | https://historicbridges.org/pennsylvania/martinscreek/bkg_newyork403_small.jpg | https://historicbridges.org/pennsylvania/martinscreek/newyork1149.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/martinscreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.744540,-75.752700 | ||||||||||||||
| 1829 | KH-2 Westbound Fairchild Creek Bridge | Colborne Street Bridge | This is one of the few standard Ontario concrete bowstring arch bridges that has been preserved. The technical description of the main or most noteworthy span of the bridge is a 101.7 ft (31 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. | 43.154250 | -80.164960 | Colborne Street (CR-53 and CR-2) (Westbound Lanes) | Fairchild Creek | Rural | Brant County, Ontario | Ontario | Canada | Concrete | Rainbow | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1931 | 0 | Unknown | 7 | 7 | 101.7 | 31 | 0 | 0 | 23.6 | 7.19 | https://historicbridges.org/ontario/kh2westboundfairchildcreek/little_kh-2westboundfairchildcreek0601_small.jpg | https://historicbridges.org/ontario/kh2westboundfairchildcreek/little_kh-2westboundfairchildcreek0601.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/kh2westboundfairchildcreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.154250,-80.164960 | ||||||||||||||
| 1832 | KH-21 Bridge | Ausable River Cut Bridge | An example of late metal truss bridge construction, this bridge was restored. The technical description of the main or most noteworthy span of the bridge is a 122 ft (37.19 m) metal bolt-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. | 43.221630 | -81.864260 | KH-21 (Lakeshore Road) | Ausable River Cut | Lambton Shores | Lambton County, Ontario | Ontario | Canada | Metal | Polygonal Warren | Bolt-Connected | Pony | Truss | Fixed | 6 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1963 | 2005 | Unknown | 5 | 5 | 122 | 37.19 | 250 | 76.2 | 0 | 0 | https://historicbridges.org/truss/kh21/little_rehab_img_0028_small.jpg | https://historicbridges.org/truss/kh21/kh21mix.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/kh21/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.221630,-81.864260 | ||||||||||
| 1833 | L | KH-35 Bridge | This late example of a steel stringer bridge was having its original ornamental railings replaced with ugly modern railings. The technical description of the main or most noteworthy span of the bridge is a 85.3 ft (26 m) metal continuous stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 44.573350 | -78.794120 | KH-35 | Rosedale River (Trent-Severn Waterway) | Rural | Kawartha Lakes City, Ontario | Ontario | Canada | Metal | Stringer (Multi-Beam) | Fixed | 0 | Continuous | 7 | 0 | 0 | 1963 | 2013 | Unknown | 1 | 1 | 85.3 | 26 | 557.7 | 169.99 | 0 | 0 | https://historicbridges.org/ontario/kh35/little_kh35_4127_small.jpg | https://historicbridges.org/ontario/kh35/little_kh35_4127.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/kh35/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.573350,-78.794120 | |||||||||||||||
| 1834 | KH-89 Bridge | Cookstown Road Bridge | One of a decreasing number of attractive overpass bridges on Highway 400. The technical description of the main or most noteworthy span of the bridge is a 108.3 ft (33.01 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 44.200330 | -79.654740 | KH-89 (Cookstown Road) | KH-400 | Rural | Simcoe County, Ontario | Ontario | Canada | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1950 | 0 | Unknown | 5 | 4 | 108.3 | 33.01 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/kh89overpass/little_p1570759_small.jpg | https://historicbridges.org/ontario/kh89overpass/little_p1570759.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/kh89overpass/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.200330,-79.654740 | ||||||||||||||||
| 1837 | L | KH-40 Bear Creek Bridge | This bridge is larger and features slightly different design than other bridges on this stretch of road between Chatham and Wallaceburg. The technical description of the main or most noteworthy span of the bridge is a 36.1 ft (11 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 42.506780 | -82.313280 | KH-40 | Bear Creek | Rural | Chatham-Kent Region, Ontario | Ontario | Canada | Concrete | Rigid-Frame | Fixed | 0 | 2 | 0 | 0 | 1959 | 2011 | Unknown | 2 | 2 | 36.1 | 11 | 72.2 | 22.01 | 0 | 0 | https://historicbridges.org/ontario/bearcreek/little_pict3241_small.jpg | https://historicbridges.org/ontario/bearcreek/little_pict3241.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/bearcreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.506780,-82.313280 | ||||||||||||||||
| 1838 | L | KH-40 Big Creek Bridge #1 | One of several nearby, nearly identical, KH-40 bridges; while individually undistinguished, together form a unique image of the past. The technical description of the main or most noteworthy span of the bridge is a 39.4 ft (12.01 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 42.472520 | -82.270410 | KH-40 (St. Clair Road) | Big Creek | Rural | Chatham-Kent Region, Ontario | Ontario | Canada | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1959 | 2012 | Unknown | 2 | 2 | 39.4 | 12.01 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/bigcreek1/little_pict3229_small.jpg | https://historicbridges.org/ontario/bigcreek1/little_pict3229.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/bigcreek1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.472520,-82.270410 | ||||||||||||||||
| 1839 | L | KH-40 Big Creek Bridge #2 | One of several nearby, nearly identical, KH-40 bridges; while individually undistinguished, together form a unique image of the past. The technical description of the main or most noteworthy span of the bridge is a 39.4 ft (12.01 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 42.476100 | -82.274850 | KH-40 (St. Clair Road) | Big Creek | Rural | Chatham-Kent Region, Ontario | Ontario | Canada | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1959 | 2011 | Unknown | 2 | 2 | 39.4 | 12.01 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/bigcreek2/little_pict3083_small.jpg | https://historicbridges.org/ontario/bigcreek2/little_pict3083.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/bigcreek2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.476100,-82.274850 | ||||||||||||||||
| 1840 | L | KH-40 Big Creek Bridge #3 | One of several nearby, nearly identical, KH-40 bridges; while individually undistinguished, together form a unique image of the past. The technical description of the main or most noteworthy span of the bridge is a 45.6 ft (13.9 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 42.477290 | -82.276530 | KH-40 (St. Clair Road) | Big Creek | Rural | Chatham-Kent Region, Ontario | Ontario | Canada | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1959 | 2012 | Unknown | 2 | 2 | 45.6 | 13.9 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/bigcreek3/little_pict3097_small.jpg | https://historicbridges.org/ontario/bigcreek3/little_pict3097.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/bigcreek3/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.477290,-82.276530 | ||||||||||||||||
| 1841 | L | KH-40 Big Creek Bridge #4 | One of several nearby, nearly identical, KH-40 bridges; while individually undistinguished, together form a unique image of the past. The technical description of the main or most noteworthy span of the bridge is a 46 ft (14.02 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 42.482450 | -82.283050 | KH-40 (St. Clair Road) | Big Creek | Rural | Chatham-Kent Region, Ontario | Ontario | Canada | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1959 | 2011 | Unknown | 2 | 2 | 46 | 14.02 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/bigcreek4/little_pict3072_small.jpg | https://historicbridges.org/ontario/bigcreek4/little_pict3072.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/bigcreek4/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.482450,-82.283050 | ||||||||||||||||
| 1842 | L | KH-40 Big Creek Bridge #5 | One of several nearby, nearly identical, KH-40 bridges; while individually undistinguished, together form a unique image of the past. The technical description of the main or most noteworthy span of the bridge is a 46 ft (14.02 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 42.489440 | -82.291720 | KH-40 (St. Clair Road) | Big Creek | Rural | Chatham-Kent Region, Ontario | Ontario | Canada | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1960 | 2011 | Unknown | 2 | 2 | 46 | 14.02 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/bigcreek5/little_pict3064_small.jpg | https://historicbridges.org/ontario/bigcreek5/little_pict3064.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/bigcreek5/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.489440,-82.291720 | ||||||||||||||||
| 1844 | Kiger Hill Road Bridge | This little pony truss has had its floor beams replaced and is missing its railing. The technical description of the main or most noteworthy span of the bridge is a 35 ft (10.67 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. | 39.771740 | -80.142370 | Kiger Hill Road | Shannon Run | Rural | Greene County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1909 | 1995 | Unknown | 6 | 5 | 35 | 10.67 | 39 | 11.89 | 15 | 4.57 | https://historicbridges.org/pennsylvania/kigerhillroad/little_kigerhillroad1263_small.jpg | https://historicbridges.org/pennsylvania/kigerhillroad/little_kigerhillroad1263.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/kigerhillroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.771740,-80.142370 | ||||||||||||||
| 1845 | Kilbourn Bridge | Iowa Bridge Number 328760 | The first major state highway commission bridge, it is also a very large multi-span example of a pin-connected highway Pratt truss. The technical description of the main or most noteworthy span of the bridge is a 135 ft (41.15 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Ottumwa Supply and Construction Company of Ottumwa, Iowa. | 40.800260 | -91.970470 | Lark Avenue | Des Moines River | Kilbourn | Van Buren County, Iowa | Iowa | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 9 | 6 | 0 | 2 | 1909 | 0 | Ottumwa Supply and Construction Company of Ottumwa, Iowa | 8 | 9 | 135 | 41.15 | 855.4 | 260.73 | 16.1 | 4.91 | https://historicbridges.org/iowa/kilbourn/little_dscf6009_small.jpg | https://historicbridges.org/iowa/kilbourn/little_dscf6009.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/kilbourn/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.800260,-91.970470 | |||||||||||||
| 1846 | King Road Bridge | A relatively large arch span in scenic Buttermilk State park The technical description of the main or most noteworthy span of the bridge is a 66 ft (20.12 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 42.410180 | -76.514050 | King Road | Buttermilk Creek | Rural | Tompkins County, New York | New York | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1929 | 0 | Unknown | 5 | 6 | 66 | 20.12 | 70 | 21.34 | 26.6 | 8.11 | https://historicbridges.org/newyork/king/bkg_newyork723_small.jpg | https://historicbridges.org/newyork/king/newyork2140.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/king/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.410180,-76.514050 | |||||||||||||||
| 1847 | King Street Bridge | A rare example of a pin connected through truss in Ontario; carries a storm sewer underneath. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Central Bridge and Engineering Company of Peterborough, Ontario. | 42.980430 | -81.256690 | King Street | South Branch Thames River | London | Middlesex County, Ontario | Ontario | Canada | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 9 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 0 | 1897 | 2010 | Central Bridge and Engineering Company of Peterborough, Ontario | 7 | 8 | 0 | 0 | 213 | 64.92 | 0 | 0 | https://historicbridges.org/truss/king/little_p1550407_small.jpg | https://historicbridges.org/truss/king/little_p1550407.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/king/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.980430,-81.256690 | |||||||||||
| 1850 | Kingsford Railroad Bridge | Chicago, Milwaukee, and St. Paul Railroad Menominee River Bridge | With a shape that defies reality, this remarkable bridge is one of the most unusual arch bridges ever encountered. The technical description of the main or most noteworthy span of the bridge is a 207 ft (63.09 m) metal three-hinged Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. The bridge was primarily designed by Charles Frederick Loweth. | 45.780500 | -88.057310 | Railroad (Escanaba and Lake Superior Railroad) | Menominee River | Near Kingsford | Dickinson County, Michigan and Florence County, Wisconsin | Michigan and Wisconsin | United States | Metal | Solid Ribbed Spandrel Braced | Three-Hinged | Deck | Arch | Fixed | 9 | 1 | Metal | Deck | Girder | Fixed | 0 | 4 | 1902 | 0 | Phoenix Bridge Company of Phoenixville, Pennsylvania | Charles Frederick Loweth | 9 | 9 | 207 | 63.09 | 357 | 108.81 | 0 | 0 | https://historicbridges.org/michigan/menomineeriversoolinerr/little_menomineeriversoolinerr_2706_small.jpg | https://historicbridges.org/michigan/menomineeriversoolinerr/little_menomineeriversoolinerr_2706.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/menomineeriversoolinerr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.780500,-88.057310 | ||||||||
| 1851 | Archer Avenue Bridge | Kingery Highway Bridge | One of a couple pleasingly complex 1930s Pennsylvania through truss bridges filled with complex geometry. The technical description of the main or most noteworthy span of the bridge is a 304.5 ft (92.81 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by Unknown. | 41.696370 | -87.936370 | Archer Avenue (Kingery Highway, IL-83) | Calumet Sag Channel | Sag Bridge | Cook County, Illinois | Illinois | United States | Metal | Pennsylvania | Rivet-Connected | Through | Truss | Fixed | 14 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 1934 | 1997 | Unknown | 7 | 6 | 304.5 | 92.81 | 508 | 154.84 | 44 | 13.41 | https://historicbridges.org/illinois/calsag/little_pict0963_small.jpg | https://historicbridges.org/illinois/calsag/little_archeravenuecalsag1382.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/calsag/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.696370,-87.936370 | ||||||||||
| 1852 | Kingery Highway Sanitary and Ship Canal Bridge | This is an impressive Parker truss fixed span built in the 1930s. The technical description of the main or most noteworthy span of the bridge is a 251 ft (76.5 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 41.701980 | -87.939850 | Kingery Highway (IL-83) | Chicago Sanitary and Ship Canal | Sag Bridge | Cook County, Illinois | Illinois | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 11 | 1 | 0 | 18 | 1934 | 1997 | Unknown | 6 | 6 | 251 | 76.5 | 1130.3 | 344.52 | 44 | 13.41 | https://historicbridges.org/illinois/sr83/little_pict0994_small.jpg | https://historicbridges.org/illinois/sr83/little_kingerysanitaryshipcanal1499.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/sr83/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.701980,-87.939850 | ||||||||||||||
| 1853 | Kinneville Bridge | This early curved t-beam is also a rare Michigan example over water. The technical description of the main or most noteworthy span of the bridge is a 53.8 ft (16.4 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Brown Brothers of Lansing, Michigan. | 42.465730 | -84.568270 | Kinneville Road | Grand River | Rural | Ingham County, Michigan | Michigan | United States | Concrete | Curved | T-Beam | Fixed | 0 | Continuous | 3 | 0 | 0 | 1952 | 0 | Brown Brothers of Lansing, Michigan | 5 | 5 | 53.8 | 16.4 | 135.8 | 41.39 | 24 | 7.32 | https://historicbridges.org/michigan/kinneville/little_dscf1451_small.jpg | https://historicbridges.org/michigan/kinneville/little_dscf1449.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/kinneville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.465730,-84.568270 | |||||||||||||||
| 1854 | Kinzie Street Bridge | This unusual bascule bridge had three quarters of its superstructure replaced with new members. The technical description of the main or most noteworthy span of the bridge is a 136.2 ft (41.51 m) metal rivet-connected Pratt through truss, movable: single leaf bascule, Fixed Trunnion. The bridge was primarily built by John J. Gallery. The bridge was primarily designed by City of Chicago. | 41.889120 | -87.639340 | Kinzie Street | North Branch Chicago River | Chicago | Cook County, Illinois | Illinois | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Movable: Single Leaf Bascule | Fixed Trunnion | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1909 | 1999 | John J. Gallery | City of Chicago | 7 | 7 | 136.2 | 41.51 | 195 | 59.44 | 36 | 10.97 | https://historicbridges.org/truss/kinzie/little_p1160220_1_2_compressor_small.jpg | https://historicbridges.org/truss/kinzie/little_p1160220_1_2_compressor.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/kinzie/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.889120,-87.639340 | |||||||||
| 1857 | Kirkfield Lift Lock | While this is not a bridge it is a fascinating heritage structure that incorporates similar construction and engineering thinking as a truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected pony truss, movable: vertical lift. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. The bridge was primarily designed by Richard Birdsall Rogers. | 44.589630 | -78.989820 | Trent-Severn Waterway | Trent-Severn Waterway and Kirkfield Road | Rural | Kawartha Lakes City, Ontario | Ontario | Canada | Metal | Rivet-Connected | Pony | Truss | Movable: Vertical Lift | 0 | 1 | 0 | 0 | 1907 | 1969 | Dominion Bridge Company of Montréal, Québec | Richard Birdsall Rogers | 9 | 8 | 0 | 0 | 139.1 | 42.4 | 33.1 | 10.09 | https://historicbridges.org/ontario/kirkfieldliftlock/little_p1570482_small.jpg | https://historicbridges.org/ontario/kirkfieldliftlock/little_p1570482.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/kirkfieldliftlock/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.589630,-78.989820 | ||||||||||||||
| 1858 | Kirks Ford Road Bridge | Brown County Bridge 127 | This riveted pony truss has a fairly heavy construction for its age. The technical description of the main or most noteworthy span of the bridge is a 77.4 ft (23.59 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 39.089420 | -86.220750 | Kirks Ford Road | Middle Fork Salt Creek | Rural | Brown County, Indiana | Indiana | United States | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 8 | 1 | 0 | 0 | 1915 | 0 | Unknown | 5 | 6 | 77.4 | 23.59 | 82 | 24.99 | 15.4 | 4.69 | https://historicbridges.org/indiana/kirksfordbridge/little_kirksfordbridge4681_small.jpg | https://historicbridges.org/indiana/kirksfordbridge/little_kirksfordbridge4681.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/kirksfordbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.089420,-86.220750 | |||||||||||||
| 1859 | Kirkton Private Bridge | This private driveway bridge is a rare example of a pin-connected truss bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 43.318810 | -81.319260 | Private Drive | Fish Creek | Kirkton | Huron County, Ontario | Ontario | Canada | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/kirktonprivate/little_p1030314_small.jpg | https://historicbridges.org/ontario/kirktonprivate/little_p1030314.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/kirktonprivate/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.318810,-81.319260 | ||||||||||||||
| 1860 | Kirtland Street Bridge | While not visually interesting, this is an unusual concrete t-beam bridge. The technical description of the main or most noteworthy span of the bridge is a 21 ft (6.4 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. | 42.924180 | -85.681110 | Kirtland Street | Plaster Creek | Grand Rapids | Kent County, Michigan | Michigan | United States | Concrete | T-Beam | Fixed | 0 | 2 | 0 | 0 | 1923 | 0 | Unknown | 1 | 1 | 21 | 6.4 | 42 | 12.8 | 26 | 7.92 | https://historicbridges.org/michigan/kirtland/little_closedkirtlandplastercr18_small.jpg | https://historicbridges.org/michigan/kirtland/little_closedkirtlandplastercr18.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/kirtland/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.924180,-85.681110 | |||||||||||||||||
| 1861 | Kittanning Bridge | Citizens Bridge | An impressive massive-membered Parker truss can be easily viewed from above. The technical description of the main or most noteworthy span of the bridge is a 406 ft (123.75 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Pennsylvania State Highway Department. | 40.812490 | -79.522650 | Market Street (US-422 Business, PA-1038) | Allegheny River | Kittanning | Armstrong County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 12 | 3 | 0 | 1 | 1932 | 2010 | McClintic-Marshall Company of Pittsburgh, Pennsylvania | Pennsylvania State Highway Department | 6 | 7 | 406 | 123.75 | 949.2 | 289.32 | 30.5 | 9.3 | https://historicbridges.org/pennsylvania/kittanning/bkg_armstrong23_small.jpg | https://historicbridges.org/pennsylvania/kittanning/armstrong092.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/kittanning/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.812490,-79.522650 | ||||||||||||
| 1862 | ! | Kivamaki Road Bridge | A beautiful little truss bridge is a rare example of work by Continental Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 44 ft (13.41 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Continental Bridge Company of Chicago and Peotone, Illinois. | 46.253180 | -87.090300 | Kivamaki Road | Whitefish River | Rural | Alger County, Michigan | Michigan | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1910 | 0 | Continental Bridge Company of Chicago and Peotone, Illinois | 6 | 7 | 44 | 13.41 | 46 | 14.02 | 15 | 4.57 | https://historicbridges.org/michigan/kivamaki/little_kivamakiroad_1172_small.jpg | https://historicbridges.org/michigan/kivamaki/little_kivamakiroad_1172.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/kivamaki/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.253180,-87.090300 | |||||||||||||
| 1863 | Klock Road Bridge | This bridge tells an interesting story about Klock Road and Benton Harbor. The technical description of the main or most noteworthy span of the bridge is a 59.7 ft (18.2 m) metal pin and hanger stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 42.123290 | -86.464200 | Klock Road | Paw Paw River | Benton Harbor | Berrien County, Michigan | Michigan | United States | Metal | Pin and Hanger | Stringer (Multi-Beam) | Fixed | 0 | 3 | 0 | 0 | 1955 | 0 | Unknown | Michigan State Highway Department | 1 | 3 | 59.7 | 18.2 | 179.8 | 54.8 | 58 | 17.68 | https://historicbridges.org/michigan/klock/bkg_07photos041_small.jpg | https://historicbridges.org/michigan/klock/07photos076.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/klock/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.123290,-86.464200 | |||||||||||||||
| 1866 | Knights Landing Bridge | This bridge with its notable camber is an uncommon example of a railing height truss bascule bridge. The technical description of the main or most noteworthy span of the bridge is a 208 ft (63.4 m) metal rivet-connected Warren railing height truss, movable: double leaf bascule. The bridge was primarily built by Rocca and Caletti of San Rafael, California. The bridge was primarily designed by Edward Von Geldern. | 38.802350 | -121.719960 | CA-113 | Sacramento River | Knights Landing | Sutter County, California and Yolo County, California | California | United States | Metal | Warren | Rivet-Connected | Railing Height | Truss | Movable: Double Leaf Bascule | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 7 | 1933 | 1949 | Rocca and Caletti of San Rafael, California | Edward Von Geldern | 6 | 6 | 208 | 63.4 | 407.2 | 124.11 | 24 | 7.32 | https://historicbridges.org/california/knightslandingbridge/little_day3_knightsbridge02314_small.jpg | https://historicbridges.org/california/knightslandingbridge/little_day3_knightsbridge02314.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/knightslandingbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.802350,-121.719960 | ||||||||||
| 1867 | Knight Street Bridge | A well maintained 1950s multi-span beam bridge. The technical description of the main or most noteworthy span of the bridge is a 68 ft (20.73 m) metal pin and hanger stringer (multi-beam), fixed. The bridge was primarily built by Raff and Dexter of Lansing, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 42.512800 | -84.653970 | Knight Street | Grand River | Eaton Rapids | Eaton County, Michigan | Michigan | United States | Metal | Pin and Hanger | Stringer (Multi-Beam) | Fixed | 0 | 3 | 0 | 0 | 1955 | 0 | Raff and Dexter of Lansing, Michigan | Michigan State Highway Department | 1 | 3 | 68 | 20.73 | 165 | 50.29 | 24 | 7.32 | https://historicbridges.org/beam/knight/little_p1390951_small.jpg | https://historicbridges.org/beam/knight/little_p1390951.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=beam/knight/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.512800,-84.653970 | |||||||||||||||
| 1868 | Knowlesville Bridge | Bridge E-206 | One of the longer spanning examples among the unique collection of Erie Canal lift bridges. The technical description of the main or most noteworthy span of the bridge is a 122.7 ft (37.4 m) metal rivet-connected Warren (No Verticals) pony truss, movable: vertical lift. The bridge was primarily built by Thomas Crimmins Contracting Company of New York, New York. | 43.242610 | -78.310610 | Knowlesville Road | Erie Canal (New York State Barge Canal) | Knowlesville | Orleans County, New York | New York | United States | Metal | Warren (No Verticals) | Rivet-Connected | Pony | Truss | Movable: Vertical Lift | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1910 | 0 | Thomas Crimmins Contracting Company of New York, New York | 8 | 7 | 122.7 | 37.4 | 144.7 | 44.1 | 18.7 | 5.7 | https://historicbridges.org/newyork/knowlesville/little_liftbr072_small.jpg | https://historicbridges.org/newyork/knowlesville/little_liftbr072.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/knowlesville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.242610,-78.310610 | ||||||||||
| 1871 | Krausers Bridge | This is one of several examples of unusual arch bridge in Chester County where the arch ring is brick and the spandrel wall is stone. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) stone and brick Segmental deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Nathan R. Rambo. | 40.088940 | -75.729810 | Styer Road (Marshall Road) | Marsh Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Stone and Brick | Segmental | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1905 | 0 | Unknown | Nathan R. Rambo | 7 | 7 | 20 | 6.1 | 48 | 14.63 | 15.7 | 4.79 | https://historicbridges.org/pennsylvania/chester131krausers/little_bridge1316_small.jpg | https://historicbridges.org/pennsylvania/chester131krausers/little_bridge1316.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester131krausers/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.088940,-75.729810 | ||||||||||||||
| 1874 | L Avenue Bridge | Iowa Bridge Number 77840, Chicago NorthWestern Railroad Bridge Bridge 1657 | A noteworthy example of a railroad-designed highway over railroad truss bridge. The technical description of the main or most noteworthy span of the bridge is a 47 ft (14.33 m) metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Unknown. | 42.061020 | -93.950610 | L Avenue | Railroad (Union Pacific) | Rural | Boone County, Iowa | Iowa | United States | Metal | Double-Intersection Warren | Rivet-Connected | Pony | Truss | Fixed | 0 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 6 | 0 | 0 | Unknown | 6 | 7 | 47 | 14.33 | 130 | 39.62 | 17.7 | 5.39 | https://historicbridges.org/iowa/l_avenue/little_dscf6148_small.jpg | https://historicbridges.org/iowa/l_avenue/little_dscf6148.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/l_avenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.061020,-93.950610 | ||||||||||
| 1875 | Lafayette Avenue East Channel Bridge Substructure | The entire superstructure of this bridge was demolished and replaced, but the substructure and bridge tender house remains. The technical description of the main or most noteworthy span of the bridge is a 185 ft (56.39 m) metal Variable Depth deck girder, movable: double leaf bascule, Rolling Lift. The bridge was primarily built by Owen-Ames-Kimball Company. The bridge was primarily designed by Hazelet and Erdal of Chicago, Illinois. | 43.579780 | -83.899870 | Lafayette Avenue (M-84 and M-13) | East Channel Saginaw River | Bay City | Bay County, Michigan | Michigan | United States | Metal | Variable Depth | Deck | Girder | Movable: Double Leaf Bascule | Rolling Lift | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1938 | 1988 | Owen-Ames-Kimball Company | Hazelet and Erdal of Chicago, Illinois | 1 | 1 | 185 | 56.39 | 508 | 154.84 | 30 | 9.14 | https://historicbridges.org/michigan/m13m84east/little_p1320540_small.jpg | https://historicbridges.org/michigan/m13m84east/little_p1320540.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m13m84east/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.579780,-83.899870 | ||||||||||
| 1876 | Lafayette Avenue West Channel Bridge | This unusual bridge is noted for its camber, built-up curved beams, and continuous design. The technical description of the main or most noteworthy span of the bridge is a 98 ft (29.87 m) metal continuous deck stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 43.580080 | -83.903990 | Lafayette Avenue (M-84 and M-13) | West Channel Saginaw River | Bay City | Bay County, Michigan | Michigan | United States | Metal | Deck | Stringer (Multi-Beam) | Fixed | 0 | Continuous | 6 | 0 | 0 | 1938 | 2005 | Unknown | 4 | 6 | 98 | 29.87 | 508 | 154.84 | 30 | 9.14 | https://historicbridges.org/michigan/m13m84west/little_p1320521_small.jpg | https://historicbridges.org/michigan/m13m84west/little_p1320521.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m13m84west/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.580080,-83.903990 | |||||||||||||||
| 1877 | Lafayette Road Bridge | Stone abutments contrast with a traditional riveted plate girder in this, one of several similar surviving bridges in the county. The technical description of the main or most noteworthy span of the bridge is a 49 ft (14.94 m) metal through girder, fixed. The bridge was primarily built by George Dole of Wilmington, Delaware. The bridge was primarily designed by Nathan R. Rambo. | 40.044360 | -75.830550 | Lafayette Road (TR-437) | West Branch Brandywine Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1914 | 0 | George Dole of Wilmington, Delaware | Nathan R. Rambo | 3 | 3 | 49 | 14.94 | 54 | 16.46 | 15.7 | 4.79 | https://historicbridges.org/pennsylvania/chester254pratts/little_bridge254pratts002_small.jpg | https://historicbridges.org/pennsylvania/chester254pratts/little_bridge254pratts002.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester254pratts/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.044360,-75.830550 | |||||||||||||||
| 1879 | Laramie Avenue Bridge | This grade separation is noted for its unusually attractive aesthetic detailing. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 41.915640 | -87.755910 | Railroad (Soo Line, Metra Milwaukee District West, and Metra North Central Service) | Laramie Avenue | Chicago | Cook County, Illinois | Illinois | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | Concrete | Slab | Fixed | 0 | 2 | 1953 | 0 | Unknown | 4 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/laramierr/little_p1280910_small.jpg | https://historicbridges.org/illinois/laramierr/little_p1280910.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/laramierr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.915640,-87.755910 | ||||||||||||||
| 1881 | Louisville and Nashville Murphy Branch Bridge | This very interesting truss bridge is a very lightly built railroad bridge. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 34.906660 | -84.287030 | Railroad (Louisville and Nashville Railroad) | Toccoa River | Rural | Fannin County, Georgia | Georgia | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/georgia/toccoarr/little_dsc_4722_small.jpg | https://historicbridges.org/georgia/toccoarr/little_dsc_4722.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=georgia/toccoarr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.906660,-84.287030 | ||||||||||||||
| 1883 | La Salle Street Bridge | Marshall Suloway Bridge | Similar to the Clark Street Bridge, this exceptionally elaborate and beautiful bridge serves a significant downtown Chicago street. The technical description of the main or most noteworthy span of the bridge is a 242 ft (73.76 m) metal rivet-connected Pratt pony truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Strobel Steel Construction Company of Chicago, Illinois. The bridge was primarily designed by City of Chicago. | 41.887580 | -87.632530 | La Salle Street | Chicago River | Chicago | Cook County, Illinois | Illinois | United States | Metal | Pratt | Rivet-Connected | Pony | Truss | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 1928 | 0 | Strobel Steel Construction Company of Chicago, Illinois | City of Chicago | 8 | 8 | 242 | 73.76 | 347 | 105.77 | 56 | 17.07 | https://historicbridges.org/truss/lasalle/dscf3501_small.jpg | https://historicbridges.org/truss/lasalle/little_dscf3501.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/lasalle/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.887580,-87.632530 | ||||||||
| 1884 | La Salle Street Overpass | This structure is noteworthy as a remnant of a former tunnel in Chicago. The technical description of the main or most noteworthy span of the bridge is a metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 41.888540 | -87.632530 | La Salle Street | Carroll Avenue | Chicago | Cook County, Illinois | Illinois | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 0 | 0 | 0 | 0 | 0 | Unknown | 1 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/lasalletunnel/little_p1160512_small.jpg | https://historicbridges.org/illinois/lasalletunnel/little_p1160512.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/lasalletunnel/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.888540,-87.632530 | |||||||||||||||||
| 1886 | Lahring Road Bridge | This bridge is among the oldest and most historically intact bridges on US-23 The technical description of the main or most noteworthy span of the bridge is a 63 ft (19.2 m) metal pin and hanger stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 42.841060 | -83.736480 | Lahring Road | US-23 | Rural | Genesee County, Michigan | Michigan | United States | Metal | Pin and Hanger | Stringer (Multi-Beam) | Fixed | 0 | 4 | 0 | 0 | 1957 | 1994 | Unknown | Michigan State Highway Department | 1 | 3 | 63 | 19.2 | 238 | 72.54 | 26 | 7.92 | https://historicbridges.org/michigan/lahring/bkg_lahring5_small.jpg | https://historicbridges.org/michigan/lahring/lahring02.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/lahring/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.841060,-83.736480 | |||||||||||||||
| 1889 | Lake Leelanau Narrows Bridge | Associated with the development of Michigan tourism and funded by Depression programs, this is one of the only historic bridges in the county. The technical description of the main or most noteworthy span of the bridge is a 59.7 ft (18.2 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Hillding Construction Company. The bridge was primarily designed by Michigan State Highway Department. | 44.981440 | -85.711710 | Philip Street (M-204) | Lake Leelanau Narrows | Lake Leelanau | Leelanau County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 0 | 0 | 1939 | 0 | Hillding Construction Company | Michigan State Highway Department | 3 | 7 | 59.7 | 18.2 | 170 | 51.82 | 30.8 | 9.39 | https://historicbridges.org/michigan/leelanau/little_p1020822_small.jpg | https://historicbridges.org/michigan/leelanau/little_p1020822.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/leelanau/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.981440,-85.711710 | ||||||||||||||||
| 1890 | ! | Lake-Woodbine Bridge | This beautiful historic concrete arch bridge will be demolished and replaced with an ugly, modern bridge. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 42.257460 | -87.824260 | Lake Road | Ravine | Lake Forest | Lake County, Illinois | Illinois | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1912 | 1978 | Unknown | 6 | 6 | 40 | 12.19 | 106 | 32.31 | 18 | 5.49 | https://historicbridges.org/illinois/lakeroad/little_lakeroad2232_small.jpg | https://historicbridges.org/illinois/lakeroad/little_lakeroad2232.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/lakeroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.257460,-87.824260 | ||||||||||||||
| 1892 | Lake Street Des Plaines River Bridge | Although missing original railings, this is a rare example of a concrete arch bridge in Cook County. The technical description of the main or most noteworthy span of the bridge is a 55 ft (16.76 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 41.888360 | -87.832680 | Lake Street (Old US-20) | Des Plaines River | Maywood | Cook County, Illinois | Illinois | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1931 | 0 | Unknown | 3 | 4 | 55 | 16.76 | 225 | 68.58 | 48 | 14.63 | https://historicbridges.org/illinois/lakedesplaines/little_img_1600_small.jpg | https://historicbridges.org/illinois/lakedesplaines/little_img_1600.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/lakedesplaines/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.888360,-87.832680 | |||||||||||||||
| 1893 | Lake Street Railroad Overpass | An example of a wood and steel combination bridge. The technical description of the main or most noteworthy span of the bridge is a 23 ft (7.01 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 43.403610 | -86.348880 | Railroad (Rail-Trail) | Lake Street | Whitehall | Muskegon County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 0 | 1930 | 0 | Unknown | 1 | 2 | 23 | 7.01 | 88.6 | 27.01 | 0 | 0 | https://historicbridges.org/michigan/whitehalllake/little_whitehallrrlake7_small.jpg | https://historicbridges.org/michigan/whitehalllake/little_whitehallrrlake7.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/whitehalllake/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.403610,-86.348880 | ||||||||||||||
| 1894 | Lake Street Bridge | A virtual tour of the bridge house and machinery room is available for this double-deck bascule bridge that carries CTA L trains on an upper deck. The technical description of the main or most noteworthy span of the bridge is a 245 ft (74.68 m) metal rivet-connected Warren through truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Ketler-Elliott Company of Chicago, Illinois. The bridge was primarily designed by City of Chicago. | 41.885556 | -87.638056 | Lake Street and Railroad (Chicago Transit Authority "L" Green and Pink Lines) | South Branch Chicago River | Chicago | Cook County, Illinois | Illinois | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 1916 | 1995 | Ketler-Elliott Company of Chicago, Illinois | City of Chicago | 8 | 8 | 245 | 74.68 | 333 | 101.5 | 38 | 11.58 | https://historicbridges.org/truss/lake/little_pict1515_small.jpg | https://historicbridges.org/truss/lake/little_pict1515.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/lake/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.885556,-87.638056 | |||||||||
| 1895 | Lake Shore Drive Bridge | Outer Drive Bridge | This enormous record-breaking bascule bridge carries traffic on a double-deck! The technical description of the main or most noteworthy span of the bridge is a 264 ft (80.47 m) metal rivet-connected Pratt deck truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Ketler-Elliott Company of Chicago, Illinois. The bridge was primarily designed by City of Chicago. | 41.888440 | -87.614080 | Lake Shore Drive (US-41) | Chicago River | Chicago | Cook County, Illinois | Illinois | United States | Metal | Pratt | Rivet-Connected | Deck | Truss | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 1937 | 0 | Ketler-Elliott Company of Chicago, Illinois | City of Chicago | 8 | 8 | 264 | 80.47 | 356 | 108.51 | 80.7 | 24.6 | https://historicbridges.org/truss/us41/little_p1290898_small.jpg | https://historicbridges.org/truss/us41/little_p1290898.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/us41/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.888440,-87.614080 | ||||||||
| 1896 | Old Lake Shore Drive Bridge | Old M-26 Bridge | This bypassed and preserved bridge is one of only a few highway deck truss bridges in Michigan. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. | 47.412280 | -88.296950 | Lake Shore Drive (Old M-26) | Eagle River | Eagle River | Keweenaw County, Michigan | Michigan | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1915 | 1990 | Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin | 7 | 8 | 105 | 32 | 139 | 42.37 | 17 | 5.18 | https://historicbridges.org/michigan/eagleriveroldm26/little_eagleriveroldm26_4187_small.jpg | https://historicbridges.org/michigan/eagleriveroldm26/little_eagleriveroldm26_4187.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/eagleriveroldm26/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.412280,-88.296950 | ||||||||||
| 1898 | Lake Ontelaunee Bridge | West Shore Drive Bridge | This beautiful bridge was allowed to deteriorate and then closed to traffic. The technical description of the main or most noteworthy span of the bridge is a 115.2 ft (35.11 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 40.471310 | -75.920610 | West Shore Drive (PA-1003) | Lake Ontelaunee | Rural | Berks County, Pennsylvania | Pennsylvania | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1927 | 0 | Unknown | 6 | 7 | 115.2 | 35.11 | 403 | 122.83 | 19.7 | 6 | https://historicbridges.org/pennsylvania/lakeontelaunee/little_dscf0704_small.jpg | https://historicbridges.org/pennsylvania/lakeontelaunee/little_dscf0704.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/lakeontelaunee/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.471310,-75.920610 | ||||||||||||||
| 1899 | Lake Shore Drive Bridge | This bridge appears to be a very old example of a concrete girder bridge. The technical description of the main or most noteworthy span of the bridge is a 37.7 ft (11.49 m) concrete 40 Foot Plan curved chord through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 46.477230 | -89.949150 | Lake Shore Drive Bridge | South Branch Little Black River | Wakefield | Gogebic County, Michigan | Michigan | United States | Concrete | 40 Foot Plan | Curved Chord Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | Michigan State Highway Department | 7 | 7 | 37.7 | 11.49 | 40 | 12.19 | 22 | 6.71 | https://historicbridges.org/michigan/wakefield/main_small.jpg | https://historicbridges.org/michigan/wakefield/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/wakefield/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.477230,-89.949150 | ||||||||||||||
| 1900 | Lake Superior and Ishpeming Railroad Overpass | This bridge carries a railroad over a railroad. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. | 46.538030 | -87.494260 | Railroad (Lake Superior and Ishpeming) | Railroad (Duluth Southshore and Atlantic) | Rural | Marquette County, Michigan | Michigan | United States | Metal | Through | Girder | Fixed | 0 | 2 | Metal | Deck | Girder | 0 | 1 | 0 | 0 | Unknown | 2 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/rrbridgenearus41/little_rrbridgenearus41_4719_small.jpg | https://historicbridges.org/michigan/rrbridgenearus41/little_rrbridgenearus41_4719.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/rrbridgenearus41/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.538030,-87.494260 | |||||||||||||
| 1901 | Lake Superior and Ishpeming Railroad Overpass | This bridge is a late example of a plate girder overpass in Michigan. The technical description of the main or most noteworthy span of the bridge is a 43 ft (13.11 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 46.539090 | -87.494860 | Railroad (Lake Superior and Ishpeming) | US-41 | Rural | Marquette County, Michigan | Michigan | United States | Metal | Through | Girder | Fixed | 0 | 2 | 0 | 0 | 1956 | 0 | Unknown | 1 | 1 | 43 | 13.11 | 86 | 26.21 | 0 | 0 | https://historicbridges.org/michigan/us41rroverpass/little_us41rroverpass_4546_small.jpg | https://historicbridges.org/michigan/us41rroverpass/little_us41rroverpass_4546.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/us41rroverpass/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.539090,-87.494860 | ||||||||||||||||
| 1902 | ! | La Salle Drive Overpass | This attractive bridge was an early limited access highway structure, and being in a park setting, aesthetics were a concern. The technical description of the main or most noteworthy span of the bridge is a 83 ft (25.3 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 41.912920 | -87.626350 | Lake Shore Drive (US-41) | La Salle Drive (IL-64) | Chicago | Cook County, Illinois | Illinois | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1940 | 1966 | Unknown | 7 | 7 | 83 | 25.3 | 83 | 25.3 | 100 | 30.48 | https://historicbridges.org/illinois/lakeshoreoverpass/little_dscf2693_small.jpg | https://historicbridges.org/illinois/lakeshoreoverpass/little_dscf2693.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/lakeshoreoverpass/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.912920,-87.626350 | ||||||||||||||||
| 1903 | Lakeshore Road Bridge | Welland Canal Bridge #1 | A good example of a through plate girder bascule bridge. The technical description of the main or most noteworthy span of the bridge is a metal through girder, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Unknown. | 43.215960 | -79.212940 | Lakeshore Road and Railroad (Abandoned) | Welland Canal | Rural | Niagara Region, Ontario | Ontario | Canada | Metal | Through | Girder | Movable: Single Leaf Bascule | Rolling Lift | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/other/lakeshore/little_pict6810_small.jpg | https://historicbridges.org/other/lakeshore/little_pict6810.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/lakeshore/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.215960,-79.212940 | ||||||||||||||
| 1904 | Lamberton Street Bridge | This is an odd little pedestrian foot bridge at the end of a vehicular roadway. The technical description of the main or most noteworthy span of the bridge is a concrete stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 43.017820 | -85.652560 | Lamberton Street | Lamberton Creek | Grand Rapids | Kent County, Michigan | Michigan | United States | Concrete | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 2 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/lamberton/little_lambertonpedbridge3_small.jpg | https://historicbridges.org/michigan/lamberton/little_lambertonpedbridge3.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/lamberton/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.017820,-85.652560 | |||||||||||||||||
| 1905 | ! | Lambert Bridge | This nice looking bridge is feasible to rehabilitate, but instead will be demolished and replaced! The technical description of the main or most noteworthy span of the bridge is a 185 ft (56.39 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 38.654020 | -122.927460 | Lambert Bridge Road | Dry Creek | Rural | Sonoma County, California | California | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1915 | 0 | American Bridge Company of New York, New York | 7 | 7 | 185 | 56.39 | 190 | 57.91 | 16.4 | 5 | https://historicbridges.org/california/lambertbridgeroad/little_day5_lambertbridgeroad06600_small.jpg | https://historicbridges.org/california/lambertbridgeroad/little_day5_lambertbridgeroad06600.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/lambertbridgeroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.654020,-122.927460 | |||||||||||||
| 1908 | Lancaster Avenue Railroad Overpass | This railroad overpass has a very strange shape since it deals with a heavy skew in an unusual manner. The technical description of the main or most noteworthy span of the bridge is a metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 40.043750 | -75.521440 | Railroad (SEPTA Paoli-Thorndale Line) | Lancaster Avenue (US-30) | Malvern | Chester County, Pennsylvania | Pennsylvania | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | Unknown | 4 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/rt30malvern/little_rt30malvern015_small.jpg | https://historicbridges.org/pennsylvania/rt30malvern/little_rt30malvern015.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rt30malvern/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.043750,-75.521440 | |||||||||||||||||
| 1909 | L | Landenberg Road Bridge | Built by a local bridge builder, this historic bridge was replaced, but the trusses were placed on top of the replacement bridge as decoration. The technical description of the main or most noteworthy span of the bridge is a 79 ft (24.08 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Schuylkill Bridge Company of Phoenixville, Pennsylvania. | 39.778020 | -75.771210 | Landenberg Road | East Branch White Clay Creek | Landenberg | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 1899 | 1991 | Schuylkill Bridge Company of Phoenixville, Pennsylvania | 6 | 6 | 79 | 24.08 | 82 | 24.99 | 18.4 | 5.61 | https://historicbridges.org/pennsylvania/landenberg/little_bridgeatlandenberg1_small.jpg | https://historicbridges.org/pennsylvania/landenberg/little_bridgeatlandenberg1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/landenberg/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.778020,-75.771210 | |||||||||||||
| 1910 | Landers Corners Bridge | This impressive structure had a modern loadbearing arch added. The technical description of the main or most noteworthy span of the bridge is a 155 ft (47.24 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. | 42.423500 | -75.948640 | Landers Corners Road Bridge | Otselic River | Rural | Cortland County, New York | New York | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1890 | 1985 | Groton Bridge Company of Groton, New York | 7 | 7 | 155 | 47.24 | 158.8 | 48.4 | 11.8 | 3.6 | https://historicbridges.org/newyork/landerscorners/bkg_newyork580_small.jpg | https://historicbridges.org/newyork/landerscorners/newyork1703.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/landerscorners/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.423500,-75.948640 | ||||||||||||||
| 1911 | Landis Road Bridge | Iowa Bridge Number 207520 | A well-preserved multi-span example of a regional Iowa bridge builder. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Clinton Bridge and Iron Works of Clinton, Iowa. | 42.072040 | -91.229650 | Landis Road | Wapsipinicon River | Rural | Jones County, Iowa | Iowa | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 2 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1909 | 0 | Clinton Bridge and Iron Works of Clinton, Iowa | 7 | 7 | 100 | 30.48 | 245 | 74.68 | 15.7 | 4.79 | https://historicbridges.org/iowa/landis/little_dscf6380_small.jpg | https://historicbridges.org/iowa/landis/little_dscf6380.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/landis/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.072040,-91.229650 | ||||||||||
| 1912 | Langstaff Bridge | This bridge once served, a highway, which more recently was turned into a trail, and even more recently was washed away near this bridge. The technical description of the main or most noteworthy span of the bridge is a concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Frank Barber of Toronto, Ontario. | 43.804850 | -79.582570 | Langstaff Road (Old Alignment) | East Humber River | Vaughan | York Region, Ontario | Ontario | Canada | Concrete | Rainbow | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1923 | 0 | Unknown | Frank Barber of Toronto, Ontario | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/langstaff/little_langstaff4746_7_8_fused_small.jpg | https://historicbridges.org/ontario/langstaff/little_langstaff4746_7_8_fused.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/langstaff/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.804850,-79.582570 | ||||||||||||||
| 1913 | Lansing Railroad Bridge | This plate girder has long spans and large girders. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. | 42.739480 | -84.548830 | Railroad (Rail-Trail) | Grand River | Lansing | Ingham County, Michigan | Michigan | United States | Metal | Through | Girder | Fixed | 0 | 3 | 0 | 0 | 0 | 0 | Unknown | 2 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/lansingrr/little_dscf1884_small.jpg | https://historicbridges.org/michigan/lansingrr/little_dscf1884.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/lansingrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.739480,-84.548830 | ||||||||||||||||
| 1916 | Lapham Road Bridge | This Merritt Parkway bridge is not historic and it replaced a previous historic Merritt Parkway bridge. The technical description of the main or most noteworthy span of the bridge is a 62 ft (18.9 m) non-historic, fixed. The bridge was primarily built by Unknown. | 41.116580 | -73.493660 | Lapham Road | Merritt Parkway (CT-15) | New Canaan | Fairfield County, Connecticut | Connecticut | United States | Non-Historic | Fixed | 0 | 1 | 0 | 0 | 1937 | 1989 | Unknown | 0 | 0 | 62 | 18.9 | 73.2 | 22.31 | 30 | 9.14 | https://historicbridges.org/connecticut/lapham/little_img_2176_small.jpg | https://historicbridges.org/connecticut/lapham/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/lapham/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.116580,-73.493660 | ||||||||||||||||||
| 1917 | LaPorte Street Bridge | This foot bridge is so extremely unusual that its design may look like a truss bridge, but it functions as a suspension bridge. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal eyebar chain suspension, fixed. The bridge was primarily built by Rochester Bridge Company of Rochester, Indiana, W. B. Bassett, Agent. | 41.340220 | -86.304420 | LaPorte Street (Pedestrian Walkway) | Yellow River | Plymouth | Marshall County, Indiana | Indiana | United States | Metal | Eyebar Chain | Suspension | Fixed | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 5 | 1898 | 2022 | Rochester Bridge Company of Rochester, Indiana, W. B. Bassett, Agent | 8 | 9 | 100 | 30.48 | 176.8 | 53.89 | 5.6 | 1.71 | https://historicbridges.org/indiana/plymouthlaporte/little_p1380486_small.jpg | https://historicbridges.org/indiana/plymouthlaporte/little_p1380486.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/plymouthlaporte/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.340220,-86.304420 | |||||||||||||
| 1918 | La Salle Avenue Bridge | St. Joseph County Bridge 210 | One of the oldest of the South Bend arch bridges, this is a noteworthy example of Melan arch reinforcing. The technical description of the main or most noteworthy span of the bridge is a 78.7 ft (23.99 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Marsh Engineering Company of Des Moines, Iowa. | 41.679130 | -86.249110 | La Salle Avenue | St. Joseph River | South Bend | St. Joseph County, Indiana | Indiana | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1907 | 2006 | Marsh Engineering Company of Des Moines, Iowa | 7 | 7 | 78.7 | 23.99 | 279 | 85.04 | 50.2 | 15.3 | https://historicbridges.org/indiana/lasalle/little_p1810135_small.jpg | https://historicbridges.org/indiana/lasalle/little_p1810135.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/lasalle/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.679130,-86.249110 | ||||||||||||||
| 1919 | Larabee Railroad Bridge | This is an attractive railroad through truss bridge with traditional composition. The technical description of the main or most noteworthy span of the bridge is a 151.8 ft (46.27 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works). | 41.901680 | -78.384850 | Railroad (Conrail) | Allegheny River | Rural (Larabee) | McKean County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 15 | 1900 | 0 | A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works) | 6 | 7 | 151.8 | 46.27 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/larabee/little_p1420623_small.jpg | https://historicbridges.org/pennsylvania/larabee/little_p1420623.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/larabee/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.901680,-78.384850 | |||||||||||
| 1921 | Larimer Bridge | This bridge with its heavy skew has been painted an eye-catching yellow. The technical description of the main or most noteworthy span of the bridge is a 146 ft (44.5 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. | 40.343850 | -79.724640 | Water Street (PA-993) | Brush Creek | Larimer | Westmoreland County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1937 | 2010 | Unknown | Pennsylvania State Highway Department | 5 | 5 | 146 | 44.5 | 147 | 44.81 | 21 | 6.4 | https://historicbridges.org/pennsylvania/larimer/little_p1470890_small.jpg | https://historicbridges.org/pennsylvania/larimer/little_p1470890.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/larimer/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.343850,-79.724640 | |||||||||||||
| 1922 | Lattins Farm Drive Bridge | Bridge E-201 | This bridge stands out among the vast collection of Erie Canal historic bridges as unlike most of the other bridges. The technical description of the main or most noteworthy span of the bridge is a 94 ft (28.65 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 43.247770 | -78.211940 | Lattins Farm Drive | Erie Canal (New York State Barge Canal) | Rural | Orleans County, New York | New York | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 10 | 3 | 0 | 0 | 1911 | 0 | Unknown | 6 | 6 | 94 | 28.65 | 219 | 66.75 | 10.8 | 3.29 | https://historicbridges.org/newyork/lattinsfarmdrive/little_liftbr058_small.jpg | https://historicbridges.org/newyork/lattinsfarmdrive/little_img_3699.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/lattinsfarmdrive/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.247770,-78.211940 | |||||||||||||
| 1923 | Laughery Creek Road Bridge | This small pony truss has been bypassed and abandoned and is noted for decorative finials on its railings. The technical description of the main or most noteworthy span of the bridge is a 39 ft (11.89 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 39.026450 | -84.896620 | Laughery Creek Road (Abandoned Alignment) | Laughery Creek Branch | Rural | Dearborn County, Indiana | Indiana | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1917 | 0 | Unknown | 6 | 6 | 39 | 11.89 | 41 | 12.5 | 15.7 | 4.79 | https://historicbridges.org/indiana/oldlaugherycreekroad/little_oldlaugherycreekroad4252_small.jpg | https://historicbridges.org/indiana/oldlaugherycreekroad/little_oldlaugherycreekroad4252.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/oldlaugherycreekroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.026450,-84.896620 | ||||||||||||||
| 1924 | Laurel Bridge | An attractive truss bridge that deserves to be rehabilitated. The technical description of the main or most noteworthy span of the bridge is a 202 ft (61.57 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by Brookville Bridge Company of Brookville, Ohio. | 37.300770 | -84.160100 | KY-490 (South Upper River Road) | Rockcastle River | Rural | Laurel County, Kentucky, and Rockcastle County, Kentucky | Kentucky | United States | Metal | Pennsylvania | Rivet-Connected | Through | Truss | Fixed | 14 | 1 | 0 | 0 | 1922 | 0 | Brookville Bridge Company of Brookville, Ohio | 6 | 6 | 202 | 61.57 | 207 | 63.09 | 19 | 5.79 | https://historicbridges.org/kentucky/ky490rockcastleriver/little_dsc_4975_small.jpg | https://historicbridges.org/kentucky/ky490rockcastleriver/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/ky490rockcastleriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.300770,-84.160100 | ||||||||||||||
| 1925 | ! | Laurier Line Bridge | This is a locally rare example of a concrete girder bridge, and the bridge also retains original railings. The technical description of the main or most noteworthy span of the bridge is a concrete deck girder, fixed. The bridge was primarily built by Unknown. | 44.022830 | -81.707320 | Laurier Line | 18 Mile Creek | Rural | Huron County, Ontario | Ontario | Canada | Concrete | Deck | Girder | Fixed | 0 | 3 | 0 | 0 | 0 | 0 | Unknown | 5 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/laurierline/little_p1010875_small.jpg | https://historicbridges.org/ontario/laurierline/little_p1010875.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/laurierline/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.022830,-81.707320 | |||||||||||||||
| 1926 | ! | Lawrence Avenue Overpass | This bridge is one of two similar bridges on this section of Lake Shore Drive, and both appear to have been altered. The technical description of the main or most noteworthy span of the bridge is a 55.8 ft (17.01 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. | 41.969370 | -87.648040 | Lake Shore Drive (US-41) | Lawrence Avenue | Chicago | Cook County, Illinois | Illinois | United States | Concrete | T-Beam | Fixed | 0 | 1 | Concrete | Slab | Fixed | 0 | 2 | 1933 | 0 | Unknown | 3 | 5 | 55.8 | 17.01 | 96 | 29.26 | 124 | 37.8 | https://historicbridges.org/illinois/lawrence/little_dscf2936_small.jpg | https://historicbridges.org/illinois/lawrence/little_dscf2936.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/lawrence/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.969370,-87.648040 | |||||||||||||
| 1927 | Lawton Park Footbridge | This is a rare example of a 20th Century pedestrian footbridge that follows a bowstring design. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Bowstring through truss, fixed. The bridge was primarily built by Unknown. | 41.089280 | -85.135760 | Pedestrian Walkway | Spy Run Creek | Fort Wayne | Allen County, Indiana | Indiana | United States | Metal | Bowstring | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/indiana/lawtonparkspyruncreekbridge/little_lawtonparkspyruncreekbridge1455_small.jpg | https://historicbridges.org/indiana/lawtonparkspyruncreekbridge/little_lawtonparkspyruncreekbridge1455.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/lawtonparkspyruncreekbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.089280,-85.135760 | ||||||||||||||
| 1931 | Leechburg Bridge | The pleasingly complex geometry of this bridge forms a gateway into Leechburg. The technical description of the main or most noteworthy span of the bridge is a 340 ft (103.63 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. | 40.625840 | -79.608690 | Third Street (PA-4093) | Kiskiminetas River | Leechburg | Armstrong County, Pennsylvania and Westmoreland County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 11 | 1 | Metal | Through | Girder | Fixed | 0 | 4 | 1935 | 1984 | Unknown | Pennsylvania State Highway Department | 6 | 6 | 340 | 103.63 | 669 | 203.91 | 32.2 | 9.81 | https://historicbridges.org/pennsylvania/leechburg/bkg_swpenn0673_small.jpg | https://historicbridges.org/pennsylvania/leechburg/swpenn071066.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/leechburg/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.625840,-79.608690 | |||||||||
| 1932 | Leechburg Bridge North | This skewed bridge offers striking views from beside the bridge. The technical description of the main or most noteworthy span of the bridge is a 149 ft (45.42 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. | 40.634710 | -79.608980 | Mill Bridge Road | Kiskiminetas River | Leechburg | Armstrong County, Pennsylvania and Westmoreland County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 4 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1938 | 1992 | Unknown | Pennsylvania State Highway Department | 6 | 5 | 149 | 45.42 | 704 | 214.58 | 21.7 | 6.61 | https://historicbridges.org/pennsylvania/leechburgnorth/bkg_swpenn0684_small.jpg | https://historicbridges.org/pennsylvania/leechburgnorth/swpenn071126.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/leechburgnorth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.634710,-79.608980 | ||||||||||
| 1934 | Leeds Bridge | Mohican Trail Bridge | This ancient stone arch appears to have been reconstructed with a load-bearing concrete arch structure. The technical description of the main or most noteworthy span of the bridge is a 55.8 ft (17.01 m) stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 42.256000 | -73.904360 | Mohican Trail (CR-23B) | Catskill Creek | Leeds | Greene County, New York | New York | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 4 | 0 | 0 | 1825 | 1937 | Unknown | 5 | 6 | 55.8 | 17.01 | 239 | 72.85 | 30.2 | 9.2 | https://historicbridges.org/newyork/mohican/little_p1080220_small.jpg | https://historicbridges.org/newyork/mohican/little_p1080220.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/mohican/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.256000,-73.904360 | ||||||||||||||
| 1935 | Leesburg Station Road Bridge | An extremely narrow and uncommon massive-member Warren pony truss. The technical description of the main or most noteworthy span of the bridge is a 92 ft (28.04 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 41.142660 | -80.239890 | Leesburg Station Road (PA-2002) | Neshannock Creek | Rural | Mercer County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 1927 | 1990 | Unknown | 6 | 6 | 92 | 28.04 | 95 | 28.96 | 11.8 | 3.6 | https://historicbridges.org/pennsylvania/leesburg/little_pict7780_small.jpg | https://historicbridges.org/pennsylvania/leesburg/little_pict7780.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/leesburg/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.142660,-80.239890 | ||||||||||||||
| 1936 | Leesport Bridge | Wall Street Bridge | An attractive, traditional example of a concrete arch bridge, with uncommon pole railings. The technical description of the main or most noteworthy span of the bridge is a 67 ft (20.42 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Whitaker and Diehl of Harrisburg, Pennsylvania. | 40.445530 | -75.968360 | Wall Street (PA-1003) | Schuylkill River | Leesport | Berks County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1915 | 1955 | Whitaker and Diehl of Harrisburg, Pennsylvania | 6 | 6 | 67 | 20.42 | 213 | 64.92 | 24 | 7.32 | https://historicbridges.org/pennsylvania/leesport/little_dscf0653_small.jpg | https://historicbridges.org/pennsylvania/leesport/little_dscf0653.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/leesport/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.445530,-75.968360 | ||||||||||||||
| 1938 | ! | Leger Road Bridge | SR 4019 Bridge | PennDOT chose to demolish this unique truss bridge along with its ornate cast iron railing posts. The technical description of the main or most noteworthy span of the bridge is a 63 ft (19.2 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Pennsylvania Railroad. | 40.359000 | -79.739980 | Leger Road (PA-4019) | Railroad (Norfolk Southern) | Ardara | Westmoreland County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 2 | 1902 | 0 | American Bridge Company of New York, New York | Pennsylvania Railroad | 5 | 6 | 63 | 19.2 | 120 | 36.58 | 15.7 | 4.79 | https://historicbridges.org/pennsylvania/leger/little_p1470957_small.jpg | https://historicbridges.org/pennsylvania/leger/little_p1470957.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/leger/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.359000,-79.739980 | |||||||||||
| 1939 | Leger Road Brush Creek Bridge | This is an early surviving example of a concrete arch bridge in Pennsylvania. The technical description of the main or most noteworthy span of the bridge is a 61 ft (18.59 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by H. Geary and C. F. Murray. | 40.358390 | -79.742610 | Leger Road (PA-4019) | Brush Creek | Rural | Westmoreland County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1909 | 0 | H. Geary and C. F. Murray | 6 | 7 | 61 | 18.59 | 65 | 19.81 | 13.5 | 4.11 | https://historicbridges.org/pennsylvania/leger2/little_p1470975_small.jpg | https://historicbridges.org/pennsylvania/leger2/little_p1470975.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/leger2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.358390,-79.742610 | |||||||||||||||
| 1940 | LeGore Bridge | This large stone bridge is the only one of its kind in the county. The technical description of the main or most noteworthy span of the bridge is a 63 ft (19.2 m) stone Segmental deck arch, fixed. The bridge was primarily built by James William LeGore. | 39.580900 | -77.313580 | LeGore Bridge Road | Monocacy River | Rural | Frederick County, Maryland | Maryland | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 5 | 0 | 0 | 1903 | 1981 | James William LeGore | 7 | 8 | 63 | 19.2 | 248 | 75.59 | 18.4 | 5.61 | https://historicbridges.org/maryland/legore/little_img_1334_small.jpg | https://historicbridges.org/maryland/legore/little_img_1334.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/legore/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.580900,-77.313580 | |||||||||||||||
| 1943 | ! | Lehman Bridge | 5th Avenue Bridge | This was a small concrete slab that for its size was richly decorated in railings and plaques. The technical description of the main or most noteworthy span of the bridge is a 29 ft (8.84 m) concrete slab, fixed. The bridge was primarily built by Jaicks Brothers of River Forest, Illinois. The bridge was primarily designed by H. C. Taylor. | 41.899660 | -87.839730 | 5th Avenue | Silver Creek | Maywood | Cook County, Illinois | Illinois | United States | Concrete | Slab | Fixed | 0 | 1 | 0 | 0 | 1929 | 0 | Jaicks Brothers of River Forest, Illinois | H. C. Taylor | 3 | 4 | 29 | 8.84 | 32.2 | 9.81 | 44 | 13.41 | https://historicbridges.org/illinois/5thmelrosepark/little_eastside2_small.jpg | https://historicbridges.org/illinois/5thmelrosepark/little_eastside2.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/5thmelrosepark/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.899660,-87.839730 | ||||||||||||||
| 1944 | Leith Street Bridge | This arch bridge has been severely altered. The technical description of the main or most noteworthy span of the bridge is a 85 ft (25.91 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 43.042890 | -83.675480 | Leith Street | Flint River | Flint | Genesee County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 0 | 1967 | Unknown | 2 | 2 | 85 | 25.91 | 169 | 51.51 | 0 | 0 | https://historicbridges.org/michigan/leith/little_dscf3055_small.jpg | https://historicbridges.org/michigan/leith/little_dscf3055.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/leith/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.042890,-83.675480 | |||||||||||||||
| 1947 | Lenape Bridge | This is one of the longest stone arch bridges in a county with a large number of stone arch bridges. The technical description of the main or most noteworthy span of the bridge is a 44 ft (13.41 m) stone Segmental deck arch, fixed. The bridge was primarily built by Corcoran Construction Company of West Chester, Pennsylvania. The bridge was primarily designed by Nathan R. Rambo. | 39.914440 | -75.630560 | Lanape Road (PA-52) | Brandywine Creek Floodplain | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 7 | 0 | 0 | 1912 | 1980 | Corcoran Construction Company of West Chester, Pennsylvania | Nathan R. Rambo | 8 | 8 | 44 | 13.41 | 308 | 93.88 | 21 | 6.4 | https://historicbridges.org/pennsylvania/chester87lenape/little_lenape1_small.jpg | https://historicbridges.org/pennsylvania/chester87lenape/little_lenape1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester87lenape/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.914440,-75.630560 | ||||||||||||||
| 1948 | Leonard Street Bridge | This rare form of railroad bridge has been abandoned and forgotten. The technical description of the main or most noteworthy span of the bridge is a 87 ft (26.52 m) metal rivet-connected Howe pony truss, fixed. The bridge was primarily built by Unknown. | 41.023333 | -78.408333 | Leonard Street (Abandoned Extension) | Railroad (Norfolk Southern) | Near Clearfield | Clearfield County, Pennsylvania | Pennsylvania | United States | Metal | Howe | Rivet-Connected | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 1902 | 0 | Unknown | 7 | 7 | 87 | 26.52 | 90 | 27.43 | 12.8 | 3.9 | https://historicbridges.org/pennsylvania/leonard/little_pict8924_small.jpg | https://historicbridges.org/pennsylvania/leonard/little_pict8924.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/leonard/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.023333,-78.408333 | ||||||||||||||
| 1949 | Lesher Road Bridge | This small pony truss was spared demolition by adding a load-bearing stringer bridge on top of the truss deck. The technical description of the main or most noteworthy span of the bridge is a 61 ft (18.59 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Toledo Bridge Company of Toledo, Ohio (Former Smith Bridge Company of Toledo, Ohio). | 41.519620 | -79.585330 | Lesher Road (TR-614) | Pithole Creek | Rural | Venango County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1897 | 1997 | Toledo Bridge Company of Toledo, Ohio (Former Smith Bridge Company of Toledo, Ohio) | 5 | 5 | 61 | 18.59 | 72 | 21.95 | 10.8 | 3.29 | https://historicbridges.org/pennsylvania/lesher/little_dscf9788_small.jpg | https://historicbridges.org/pennsylvania/lesher/little_dscf9788.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/lesher/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.519620,-79.585330 | ||||||||||||||
| 1951 | Lewis Street Bridge | This bridge displays a less common form of railing that most stringers from this period in Michigan. The technical description of the main or most noteworthy span of the bridge is a 46 ft (14.02 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.236389 | -84.391111 | Lewis Street | Grand River | Jackson | Jackson County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1936 | 0 | Unknown | 1 | 2 | 46 | 14.02 | 49.2 | 15 | 23 | 7.01 | https://historicbridges.org/michigan/lewisgrand/little_dscf2422_small.jpg | https://historicbridges.org/michigan/lewisgrand/little_dscf2422.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/lewisgrand/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.236389,-84.391111 | |||||||||||||||||
| 1952 | Lewiston Queenston Bridge | This very large bridge is similar to the Rainbow Bridge also on this river, but there are also noteworthy differences. The technical description of the main or most noteworthy span of the bridge is a 1000 ft (304.8 m) metal hingeless Solid Ribbed deck arch, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by Waddell and Hardesty of New York, New York. | 43.153010 | -79.044440 | KH-405 and I-190 | Niagara River, Robert Moses Parkway, and Niagara Parkway | Queenston and Lewiston | Niagara Region, Ontario and Niagara County, New York | Ontario and New York | Canada and United States | Metal | Solid Ribbed | Hingeless | Deck | Arch | Fixed | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 7 | 1962 | 0 | Bethlehem Steel Company of Bethlehem, Pennsylvania | Waddell and Hardesty of New York, New York | 6 | 6 | 1000 | 304.8 | 1600 | 487.68 | 48 | 14.63 | https://historicbridges.org/ontario/lewistonqueenston/little_lewistonqueenston0146_small.jpg | https://historicbridges.org/ontario/lewistonqueenston/little_lewistonqueenston0146.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/lewistonqueenston/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.153010,-79.044440 | |||||||||
| 1953 | Lexington Avenue Bridge | Elkhart County Bridge 367 | A three span arch bridge in Elkhart that has been maintained well. The technical description of the main or most noteworthy span of the bridge is a 80.7 ft (24.6 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by M. E. White Company of Chicago, Illinois. The bridge was primarily designed by William S. Moore. | 41.684080 | -85.980970 | Lexington Avenue | St. Joseph River | Elkhart | Elkhart County, Indiana | Indiana | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1926 | 2002 | M. E. White Company of Chicago, Illinois | William S. Moore | 6 | 6 | 80.7 | 24.6 | 267.7 | 81.59 | 44 | 13.41 | https://historicbridges.org/other/lexington/little_lexington548_small.jpg | https://historicbridges.org/other/lexington/little_lexington548.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/lexington/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.684080,-85.980970 | |||||||||||||
| 1954 | Lexington Parkway Bridge | One of two extremely rare examples of a Melan arch in Como park, this example has a stone facing. The technical description of the main or most noteworthy span of the bridge is a 38.7 ft (11.8 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by William S. Hewett and Company of Minneapolis, Minnesota. | 44.978600 | -93.146900 | Lexington Parkway | Railroad (Abandoned Streetcar) | St. Paul | Ramsey County, Minnesota | Minnesota | United States | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | Concrete | Slab | Fixed | 0 | 0 | 1904 | 0 | William S. Hewett and Company of Minneapolis, Minnesota | 8 | 8 | 38.7 | 11.8 | 47 | 14.33 | 36.4 | 11.09 | https://historicbridges.org/minnesota/comoparklexingtonparkway/little_comoparklexingtonparkway4169_small.jpg | https://historicbridges.org/minnesota/comoparklexingtonparkway/little_comoparklexingtonparkway4169.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/comoparklexingtonparkway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.978600,-93.146900 | ||||||||||||
| 1955 | Lexington Parkway Railroad Overpass | This is an early, unaltered, and nicely decorated concrete arch overpass. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 44.973550 | -93.146560 | Railroad (BNSF) | Lexington Parkway | St. Paul | Ramsey County, Minnesota | Minnesota | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1907 | 0 | Unknown | 6 | 6 | 50 | 15.24 | 110 | 33.53 | 0 | 0 | https://historicbridges.org/minnesota/lexingtonparkwayrroverpass/little_lexingtonparkwayrroverpass4215_small.jpg | https://historicbridges.org/minnesota/lexingtonparkwayrroverpass/little_lexingtonparkwayrroverpass4215.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/lexingtonparkwayrroverpass/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.973550,-93.146560 | |||||||||||||||
| 1956 | Liberty Bridge | A massive cantilevered deck truss span is one of the core downtown historic bridges. The technical description of the main or most noteworthy span of the bridge is a 450 ft (137.16 m) metal cantilever rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Independent Bridge Company of Pittsburgh, Pennsylvania. | 40.432890 | -79.996680 | Crosstown Boulevard (Liberty Avenue) | Monongahela River | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 18 | Cantilever | 4 | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 10 | 12 | 1928 | 1983 | Independent Bridge Company of Pittsburgh, Pennsylvania | 8 | 7 | 450 | 137.16 | 2663 | 811.68 | 56 | 17.07 | https://historicbridges.org/pennsylvania/liberty/little_dscf6021_small.jpg | https://historicbridges.org/pennsylvania/liberty/little_dscf6021.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/liberty/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.432890,-79.996680 | |||||||
| 1957 | Liberty Mt. Vernon Road Bridge | This concrete arch bridge has some unusual railings that appear to at least be partly altered. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 40.357460 | -82.815970 | Liberty Mt. Vernon Road (CR-15) | Big Walnut Creek | Rural | Morrow County, Ohio | Ohio | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1924 | 0 | Unknown | 4 | 5 | 45 | 13.72 | 119 | 36.27 | 18 | 5.49 | https://historicbridges.org/ohio/cr15_5931495/little_cr15_5931495_923_small.jpg | https://historicbridges.org/ohio/cr15_5931495/little_cr15_5931495_923.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/cr15_5931495/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.357460,-82.815970 | |||||||||||||||
| 1958 | Life Guard Road Bridge | This small stringer bridge features an odd railing design that appears to be unique to Muskegon County. The technical description of the main or most noteworthy span of the bridge is a 27 ft (8.23 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 43.377350 | -86.422900 | Life Guard Road | Sadony Bayou | Rural | Muskegon County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 1 | 1 | 27 | 8.23 | 30.8 | 9.39 | 18 | 5.49 | https://historicbridges.org/michigan/lifeguard/little_lifeguardrdsadonybayou10_small.jpg | https://historicbridges.org/michigan/lifeguard/little_lifeguardrdsadonybayou10.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/lifeguard/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.377350,-86.422900 | |||||||||||||||||
| 1961 | Lillooet Old Bridge | This old suspension bridge was bypassed and has been preserved for non-vehicular use. The technical description of the main or most noteworthy span of the bridge is a 345 ft (105.16 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Waddell and Harrington of Kansas City, Missouri. | 50.711570 | -121.911250 | Old Bridge Road | Fraser River | Lillooet | Squamish-Lillooet District, British Columbia | British Columbia | Canada | Metal | Pony Truss Stiffening | Wire Cable | Suspension | Fixed | 0 | 1 | 0 | 0 | 1913 | 0 | Unknown | Waddell and Harrington of Kansas City, Missouri | 8 | 8 | 345 | 105.16 | 528 | 160.93 | 0 | 0 | https://historicbridges.org/britishcolumbia/lillooet/little_lillooetoldbridge8edited_small.jpg | https://historicbridges.org/britishcolumbia/lillooet/little_lillooetoldbridge8edited.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/lillooet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.711570,-121.911250 | ||||||||||||||
| 1962 | Lillooet Railway Bridge | This railway truss bridge is located in a very scenic location. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal continuous (straight chords) rivet-connected Warren deck truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. | 50.717730 | -121.913800 | Railroad (Canadian National) | Fraser River | Lillooet | Squamish-Lillooet District, British Columbia | British Columbia | Canada | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 10 | Continuous (Straight Chords) | 2 | Metal | Deck | Girder | Fixed | 0 | 3 | 1931 | 0 | Dominion Bridge Company of Montréal, Québec | 6 | 6 | 300 | 91.44 | 820 | 249.94 | 0 | 0 | https://historicbridges.org/britishcolumbia/lillooetrr/little_4957979681_fdd1f9b0fbcnraillillooetfraserriverbridge_o_small.jpg | https://historicbridges.org/britishcolumbia/lillooetrr/little_4957979681_fdd1f9b0fbcnraillillooetfraserriverbridge_o.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/lillooetrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.717730,-121.913800 | |||||||||
| 1964 | Limekiln Pike Bridge | This ancient stone arch bridge carries traffic its builders could not have possibly imagined in their wildest dreams. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 40.237720 | -75.191400 | Limekiln Pike (PA-152) | Neshaminy Creek | Rural | Montgomery County, Pennsylvania | Pennsylvania | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1838 | 1969 | Unknown | 9 | 8 | 20 | 6.1 | 43 | 13.11 | 24.3 | 7.41 | https://historicbridges.org/pennsylvania/limekiln/little_15769_limekilnpikeoverneshamimycreek_onwestsidelookingatarches3_small.jpg | https://historicbridges.org/pennsylvania/limekiln/little_15769_limekilnpikeoverneshamimycreek_onwestsidelookingatarches3.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/limekiln/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.237720,-75.191400 | |||||||||||||||
| 1965 | Lincoln Avenue Bridge | Elkhart County Bridge 408 | A beautifully designed arch bridge that retains excellent historic integrity. The technical description of the main or most noteworthy span of the bridge is a 64.3 ft (19.6 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Rieth-Riley Construction Company of Goshen, Indiana. The bridge was primarily designed by William S. Moore. | 41.586380 | -85.841160 | Lincoln Avenue | Elkhart River | Goshen | Elkhart County, Indiana | Indiana | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1927 | 1982 | Rieth-Riley Construction Company of Goshen, Indiana | William S. Moore | 6 | 7 | 64.3 | 19.6 | 237 | 72.24 | 43.6 | 13.29 | https://historicbridges.org/indiana/lincoln/little_dscf3727_small.jpg | https://historicbridges.org/indiana/lincoln/little_dscf3727.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/lincoln/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.586380,-85.841160 | |||||||||||||
| 1966 | Lincoln Avenue Bridge | This is an early surviving high level bridge in Pittsburgh and is a rare large-scale stone arch highway bridge. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) stone Elliptical deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pittsburgh Department of Public Works. | 40.462740 | -79.905420 | Lincoln Avenue | Washington Boulevard (PA-8) | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Stone | Elliptical | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1906 | 1979 | Unknown | Pittsburgh Department of Public Works | 7 | 7 | 130 | 39.62 | 300 | 91.44 | 34 | 10.36 | https://historicbridges.org/pennsylvania/lincolnavenue/little_p1230990_small.jpg | https://historicbridges.org/pennsylvania/lincolnavenue/little_p1230990.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/lincolnavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.462740,-79.905420 | ||||||||||||||
| 1967 | Lincoln Memorial Bridge | George Rogers Clark Bridge | This arch bridge is truly a work of art, and it contributes to the memorials and parks that surround it. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Ferguson Construction of Rockford, Illinois. The bridge was primarily designed by Bennett, Parsons, and Frost of Chicago, Illinois. | 38.681390 | -87.535130 | Vigo Street (IN-441, US-50 Business) | Wabash River | Vincennes | Lawrence County, Illinois and Knox County, Indiana | Illinois and Indiana | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 7 | 0 | 0 | 1931 | 1992 | Ferguson Construction of Rockford, Illinois | Bennett, Parsons, and Frost of Chicago, Illinois | 8 | 8 | 180 | 54.86 | 1020 | 310.9 | 22 | 6.71 | https://historicbridges.org/indiana/vincennes/little_dscf5510_small.jpg | https://historicbridges.org/indiana/vincennes/little_dscf5510.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/vincennes/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.681390,-87.535130 | |||||||||||||
| 1968 | ! | Lincoln Park Passerelle | Lincoln Park Pedestrian Overpass | This important WPA built bridge is not only attractive, it is an unusual design of bridge. The technical description of the main or most noteworthy span of the bridge is a 187 ft (57 m) metal two-hinged Solid Ribbed through arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Ralph Burke. | 41.915320 | -87.627510 | Pedestrian Walkway | Lake Shore Drive (US-41) | Chicago | Cook County, Illinois | Illinois | United States | Metal | Solid Ribbed | Two-Hinged | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1940 | 0 | Unknown | Ralph Burke | 6 | 8 | 187 | 57 | 268 | 81.69 | 13 | 3.96 | https://historicbridges.org/illinois/lincolnpark/little_dscf2639_small.jpg | https://historicbridges.org/illinois/lincolnpark/little_dscf2639.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/lincolnpark/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.915320,-87.627510 | |||||||||||
| 1970 | Lincoln Road Bridge | Although small, this example of a steel stringer with concrete balustrade railings is in remarkably good condition. The technical description of the main or most noteworthy span of the bridge is a 31.8 ft (9.69 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 43.379120 | -84.705820 | Lincoln Road | Drain Number 73 | Rural | Gratiot County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1930 | 0 | Unknown | 1 | 4 | 31.8 | 9.69 | 36.7 | 11.19 | 30 | 9.14 | https://historicbridges.org/michigan/lincolnrd/little_p1360677_small.jpg | https://historicbridges.org/michigan/lincolnrd/little_p1360677.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/lincolnrd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.379120,-84.705820 | |||||||||||||||||
| 1971 | Lincoln Street Bridge | H. Edward Deuel Bridge | This is a very old concrete arch with a significant span length and is unusual for having a grade. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 43.607200 | -84.777690 | Lincoln Street | Chippewa River | Mt. Pleasant | Isabella County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1910 | 1994 | Unknown | 6 | 7 | 70 | 21.34 | 75.8 | 23.1 | 25 | 7.62 | https://historicbridges.org/michigan/mtpleasantlincoln/little_p1360744_small.jpg | https://historicbridges.org/michigan/mtpleasantlincoln/little_p1360744.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/mtpleasantlincoln/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.607200,-84.777690 | ||||||||||||||
| 1972 | Lincoln Way Bridge | This bridge is an attractive and unaltered example of a 1930s highway over highway grade separation. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) concrete curved t-beam, fixed. The bridge was primarily built by F. C. Amoroso and Sons of San Francisco, California. | 37.764630 | -122.496010 | Lincoln Way | Sunset Boulevard | San Francisco | San Francisco County, California | California | United States | Concrete | Curved | T-Beam | Fixed | 0 | 4 | 0 | 0 | 1932 | 0 | F. C. Amoroso and Sons of San Francisco, California | 4 | 6 | 65 | 19.81 | 240 | 73.15 | 59 | 17.98 | https://historicbridges.org/california/lincolnway/little_day4_lincolnway05398_small.jpg | https://historicbridges.org/california/lincolnway/little_day4_lincolnway05398.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/lincolnway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.764630,-122.496010 | ||||||||||||||||
| 1973 | Linden Avenue Bridge | One of two similar nearby bridges, this structure has absolutly stunning railings. The technical description of the main or most noteworthy span of the bridge is a 71 ft (21.64 m) metal through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Sanitary District of Chicago. | 42.073680 | -87.686180 | Linden Avenue | North Shore Channel | Wilmette | Cook County, Illinois | Illinois | United States | Metal | Through | Girder | Fixed | 0 | 3 | 0 | 0 | 1908 | 0 | Unknown | Sanitary District of Chicago | 4 | 7 | 71 | 21.64 | 144 | 43.89 | 24 | 7.32 | https://historicbridges.org/illinois/linden/little_dscf2761_small.jpg | https://historicbridges.org/illinois/linden/little_dscf2818.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/linden/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.073680,-87.686180 | |||||||||||||||
| 1974 | ! | Linden Road Bridge | An uncommon example of a multi-span concrete through grider, with good integrity as well. The technical description of the main or most noteworthy span of the bridge is a 54 ft (16.46 m) concrete through girder, fixed. The bridge was primarily built by Swanger-Fackler Construction Company. The bridge was primarily designed by Frank H. Shaw of Lancaster, Pennstlvania. | 40.140060 | -76.048080 | Linden Road | Conestoga River | Rural | Lancaster County, Pennsylvania | Pennsylvania | United States | Concrete | Through | Girder | Fixed | 0 | 2 | 0 | 0 | 1914 | 0 | Swanger-Fackler Construction Company | Frank H. Shaw of Lancaster, Pennstlvania | 6 | 5 | 54 | 16.46 | 109 | 33.22 | 20 | 6.1 | https://historicbridges.org/pennsylvania/linden/little_dscf1056_small.jpg | https://historicbridges.org/pennsylvania/linden/little_dscf1056.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/linden/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.140060,-76.048080 | ||||||||||||||
| 1975 | Linfield Bridge | This bridge stands out both as a multi-span pony truss and as a state standard polygonal Warren pony truss. The technical description of the main or most noteworthy span of the bridge is a 123 ft (37.49 m) metal rivet-connected Polygonal Warren (No Verticals) pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. | 40.205160 | -75.580960 | Linfield Road (Main Street, PA-1035) | Schuylkill River | Linfield | Montgomery County, Pennsylvania and Chester County, Pennsylvania | Pennsylvania | United States | Metal | Polygonal Warren (No Verticals) | Rivet-Connected | Pony | Truss | Fixed | 8 | 3 | 0 | 0 | 1932 | 1970 | Unknown | Pennsylvania State Highway Department | 7 | 6 | 123 | 37.49 | 371 | 113.08 | 22.6 | 6.89 | https://historicbridges.org/pennsylvania/linfieldbridge/little_linfieldbridge003_small.jpg | https://historicbridges.org/pennsylvania/linfieldbridge/little_linfieldbridge003.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/linfieldbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.205160,-75.580960 | |||||||||||||
| 1977 | Linton Hill Road Bridge | With a red brick arch ring and stone spandrel walls, this bridge has an attractive contrast of color. The technical description of the main or most noteworthy span of the bridge is a 29 ft (8.84 m) stone and brick Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 40.411400 | -77.048840 | Linton Hill Road | Little Juniata Creek | Rural | Perry County, Pennsylvania | Pennsylvania | United States | Stone and Brick | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 1980 | Unknown | 6 | 6 | 29 | 8.84 | 29 | 8.84 | 11.5 | 3.51 | https://historicbridges.org/pennsylvania/lintonhillroad/little_lintonhillroad002_small.jpg | https://historicbridges.org/pennsylvania/lintonhillroad/little_lintonhillroad002.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/lintonhillroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.411400,-77.048840 | |||||||||||||||
| 1978 | Linwood Road Bridge | This pin connected Pratt pony truss features some extremely unusual design features. The technical description of the main or most noteworthy span of the bridge is a 73.2 ft (22.31 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Smith Bridge Company of Toledo, Ohio. | 41.349160 | -83.616910 | Linwood Road (TR-236A) | North Branch Portage River | Rural | Wood County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 1987 | Smith Bridge Company of Toledo, Ohio | 6 | 7 | 73.2 | 22.31 | 74.2 | 22.62 | 15.7 | 4.79 | https://historicbridges.org/ohio/linwood/little_linwoodroadbridge0014_small.jpg | https://historicbridges.org/ohio/linwood/little_linwoodroadbridge0032_3_4.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/linwood/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.349160,-83.616910 | ||||||||||||||
| 1979 | Lion Bridge | Old Sutton Road Bridge | An early surviving example of a concrete arch bridge and it has lion sculptures cast into the walls. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Harry L. Emerson. Special note about bridge location: This bridge is parallel to the current highway alignment. | 42.045270 | -88.193620 | Sutton Road (IL-59) Abandoned Alignment | Poplar Creek | Hoffman Estates | Cook County, Illinois | Illinois | United States | This bridge is parallel to the current highway alignment. | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1906 | 0 | Unknown | Harry L. Emerson | 7 | 7 | 0 | 0 | 46 | 14.02 | 0 | 0 | https://historicbridges.org/illinois/lion/little_p1280821_small.jpg | https://historicbridges.org/illinois/lion/little_p1280821.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/lion/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.045270,-88.193620 | ||||||||||||
| 1980 | ! | Lion Bridge | 7th Street Bridge | One of the largest ever built, this is also one of the last examples of a very unusual "canticrete" type concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 101 ft (30.78 m) concrete cantilever Closed Spandrel deck arch, fixed. The bridge was primarily built by C. E. Cotton. The bridge was primarily designed by Leonard & Day of San Francisco, California. | 37.626870 | -120.993700 | 7th Street | Toulumne River | Modesto | Stanislaus County, California | California | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | Cantilever | 14 | 0 | 0 | 1916 | 0 | C. E. Cotton | Leonard & Day of San Francisco, California | 8 | 9 | 101 | 30.78 | 1170 | 356.62 | 24.3 | 7.41 | https://historicbridges.org/california/7thstreetbridge/little_day2_7thstreetbridge00451_small.jpg | https://historicbridges.org/california/7thstreetbridge/little_day2_7thstreetbridge00451.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/7thstreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.626870,-120.993700 | |||||||||||
| 1982 | Lisbon Falls Canal Bridge | This is a deteriorated concrete arch bridge with a very slim profile. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 43.994240 | -70.059550 | Worumbo Dam Access Road | Lisbon Falls Canal | Lisbon Falls | Androscoggin County, Maine | Maine | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/maine/lisbonfallsarch/little_p1480594_small.jpg | https://historicbridges.org/maine/lisbonfallsarch/little_p1480594.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maine/lisbonfallsarch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.994240,-70.059550 | |||||||||||||||
| 1984 | Little Falls Road Bridge | This is a small concrete arch bridge on old highway alignment, now in use by pedestrians. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 44.746080 | -79.324680 | Little Falls Road | East Branch Severn River | Washago | Simcoe County, Ontario | Ontario | Canada | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/washagolittlefalls/little_p1570184_small.jpg | https://historicbridges.org/ontario/washagolittlefalls/little_p1570184.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/washagolittlefalls/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.746080,-79.324680 | |||||||||||||||
| 1985 | Little Elk Creek Road Bridge | One of several bridges in Chester County that combine traditional stone technology with period reinforced concrete and steel stringer technology. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 39.765880 | -75.942010 | Little Elk Creek Road (TR-308) | Little Elk Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 2 | 1 | 24 | 7.32 | 33 | 10.06 | 16 | 4.88 | https://historicbridges.org/pennsylvania/bridge281maplegrove/little_bridge281maplegrove010_small.jpg | https://historicbridges.org/pennsylvania/bridge281maplegrove/little_bridge281maplegrove010.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge281maplegrove/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.765880,-75.942010 | |||||||||||||||||
| 1986 | Little Lakes Road Bridge | One of several small steel stringer bridges in this county that have a solid concrete railing with inset panels. The technical description of the main or most noteworthy span of the bridge is a 33 ft (10.06 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 46.313140 | -87.258650 | Little Lakes Road (CR-456) | Chocolay River | Rural | Marquette County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1940 | 0 | Unknown | 1 | 2 | 33 | 10.06 | 34 | 10.36 | 31 | 9.45 | https://historicbridges.org/michigan/cr456/little_cr456_1800_small.jpg | https://historicbridges.org/michigan/cr456/little_cr456_1800.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/cr456/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.313140,-87.258650 | |||||||||||||||||
| 1987 | Little Scioto River Railroad Bridge | This attractive truss bridge is dwarfed by the historic Ohio River Bridge it it located next to. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Modified Warren (Subdivided) through truss, fixed. The bridge was primarily built by Unknown. | 38.755610 | -82.884410 | Railroad (Norfolk Southern) | Little Scioto River | Sciotoville | Scioto County, Ohio | Ohio | United States | Metal | Modified Warren (Subdivided) | Rivet-Connected | Through | Truss | Fixed | 12 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/sciotoville2/bkg_07march208_small.jpg | https://historicbridges.org/ohio/sciotoville2/07march0487.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/sciotoville2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.755610,-82.884410 | ||||||||||||||
| 1988 | Little Nishisakawick Creek Bridge | Although small, this is an attractive and complete stone arch bridge structure. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 40.523240 | -75.063090 | River Road | Little Nishisakawick Creek | Frenchtown | Hunterdon County, New Jersey | New Jersey | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newjersey/little_nishisakawick/little_pict5358_small.jpg | https://historicbridges.org/newjersey/little_nishisakawick/little_pict5357.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/little_nishisakawick/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.523240,-75.063090 | |||||||||||||||
| 1989 | Little River Plate Girder Railroad Bridge | This is a small, traditional plate girder bridge. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. | 43.992510 | -70.051080 | Railroad (Maine Central) | Little River | Lisbon Falls | Androscoggin County, Maine and Sagadahoc County, Maine | Maine | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 1 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/maine/lisbonfallsgirder/little_p1480830_small.jpg | https://historicbridges.org/maine/lisbonfallsgirder/little_p1480830.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maine/lisbonfallsgirder/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.992510,-70.051080 | ||||||||||||||||
| 1990 | Little River Truss Railroad Bridge | This interesting bridge is a rare variety of railroad truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Unknown. | 43.992080 | -70.051270 | Railroad (Abandoned Maine Central) | Little River | Lisbon Falls | Androscoggin County, Maine and Sagadahoc County, Maine | Maine | United States | Metal | Double-Intersection Warren | Rivet-Connected | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/maine/lisbonfallspony/little_p1480809_small.jpg | https://historicbridges.org/maine/lisbonfallspony/little_p1480809.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maine/lisbonfallspony/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.992080,-70.051270 | ||||||||||||||
| 1991 | Little Yellow Creek Private Bridge | This bridge has tiny members and chords, unusual design, and may be quite old. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on a private drive, but is right next to the public road. | 40.630240 | -80.722730 | Private Driveway | Little Yellow Creek | Rural | Columbiana County, Ohio | Ohio | United States | This bridge is on a private drive, but is right next to the public road. | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/littleyellow/little_pict0420_small.jpg | https://historicbridges.org/ohio/littleyellow/little_pict0420.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/littleyellow/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.630240,-80.722730 | |||||||||||||
| 1993 | Littlefield Corner Interurban Bridge | This long-abandoned arch bridge is one of three historic bridges at this location. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 44.063760 | -70.273040 | Railroad (Abandoned Portland-Lewiston Interurban) | Little Androscoggin River | Littlefield Corner | Androscoggin County, Maine | Maine | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1914 | 0 | Unknown | 6 | 6 | 100 | 30.48 | 0 | 0 | 0 | 0 | https://historicbridges.org/maine/littlefieldcornerarch/little_p1480312_small.jpg | https://historicbridges.org/maine/littlefieldcornerarch/little_p1480312.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maine/littlefieldcornerarch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.063760,-70.273040 | |||||||||||||||
| 1994 | Littlefield Corner Railroad Bridge | This is a traditionally composed railroad truss bridge and one of three historic bridges side by side here. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 44.063630 | -70.272880 | Railroad (Canadian National) | Little Androscoggin River | Littlefield Corner | Androscoggin County, Maine | Maine | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/maine/littlefieldcornerrr/little_p1480255_small.jpg | https://historicbridges.org/maine/littlefieldcornerrr/little_p1480255.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maine/littlefieldcornerrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.063630,-70.272880 | ||||||||||||||
| 1995 | Littles Corners Bridge | A complete example of a standard plan stringer in Pennsylvania. The technical description of the main or most noteworthy span of the bridge is a 62 ft (18.9 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 41.713960 | -80.223840 | PA-198 (Reservoir Road) | Cussewago Creek | Rural | Crawford County, Pennsylvania | Pennsylvania | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | 1955 | 0 | Unknown | 2 | 3 | 62 | 18.9 | 130 | 39.62 | 24 | 7.32 | https://historicbridges.org/pennsylvania/littlescorners/bkg_swpenn1544_small.jpg | https://historicbridges.org/pennsylvania/littlescorners/swpenn073807.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/littlescorners/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.713960,-80.223840 | |||||||||||||||||
| 1998 | LLL Road Bridge | This bridge is a very early example of a bridge using the distinctive Type R4 railing of Michigan. The technical description of the main or most noteworthy span of the bridge is a 48 ft (14.63 m) metal stringer (multi-beam), fixed. The bridge was primarily built by A. H. Proksch of Iron River, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 46.383220 | -87.978700 | LLL Road (Old M-95) | Michigamme River | Rural | Marquette County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 0 | 0 | 1934 | 0 | A. H. Proksch of Iron River, Michigan | Michigan State Highway Department | 2 | 4 | 48 | 14.63 | 150 | 45.72 | 26 | 7.92 | https://historicbridges.org/michigan/crlllrepublic/little_crlllrepublic_5395_small.jpg | https://historicbridges.org/michigan/crlllrepublic/little_crlllrepublic_5395.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/crlllrepublic/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.383220,-87.978700 | ||||||||||||||||
| 1999 | Lloyd Avenue Bridge | This traditional stone arch bridge had a modern slab span added to it. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) stone Segmental deck arch, fixed. The bridge was primarily built by P. J. McCormick and Son of West Chester, Pennsylvania. The bridge was primarily designed by Nathan R. Rambo. | 40.003200 | -75.724540 | Lloyd Avenue (TR-340) | Beaver Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 2 | Pre-Stressed Concrete | Slab | Fixed | 0 | 1 | 1919 | 1981 | P. J. McCormick and Son of West Chester, Pennsylvania | Nathan R. Rambo | 6 | 6 | 24 | 7.32 | 69 | 21.03 | 17.7 | 5.39 | https://historicbridges.org/pennsylvania/chester286gardners/little_bridge2866_small.jpg | https://historicbridges.org/pennsylvania/chester286gardners/little_bridge2865.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester286gardners/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.003200,-75.724540 | |||||||||||
| 2002 | Locust Ridge Road Bridge | CR-66 Bridge | Despite numerous alterations, this bridge remains a scenic bridge that is well worth the visit. The technical description of the main or most noteworthy span of the bridge is a 99 ft (30.18 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 38.695000 | -81.895640 | Locust Ridge Road (CR-66) | Thirteen Mile Creek | Rural | Mason County, West Virginia | West Virginia | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 99 | 30.18 | 100 | 30.48 | 11.2 | 3.41 | https://historicbridges.org/wvirginia/locustridge/bkg_07march322_small.jpg | https://historicbridges.org/wvirginia/locustridge/07march0786.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/locustridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.695000,-81.895640 | |||||||||||||
| 2004 | Logan Street Bridge | William S. Moore PE Memorial Bridge, St. Joseph County Bridge 205 | This bridge is noted for its skewed design, unusual among concrete arch bridges. The technical description of the main or most noteworthy span of the bridge is a 99.7 ft (30.39 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by C. L. Copp. The bridge was primarily designed by W. S. Moore. | 41.660630 | -86.196490 | Logan Street | St. Joseph River | Mishawaka | St. Joseph County, Indiana | Indiana | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 4 | 0 | 0 | 1913 | 2007 | C. L. Copp | W. S. Moore | 6 | 6 | 99.7 | 30.39 | 493.8 | 150.51 | 44 | 13.41 | https://historicbridges.org/indiana/logan/little_p1430877_small.jpg | https://historicbridges.org/indiana/logan/little_p1430877.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/logan/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.660630,-86.196490 | |||||||||||||
| 2006 | London South Branch Railway Bridge | This bridge is mostly a deck truss - but part of the trusses stick up above the deck making it a bit like a pony also. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt railing height truss, fixed. The bridge was primarily built by Unknown. | 42.978480 | -81.255590 | Railroad (Canadian National) | South Branch Thames River | London | Middlesex County, Ontario | Ontario | Canada | Metal | Pratt | Pin-Connected | Railing Height | Truss | Fixed | 7 | 1 | 0 | 0 | 1899 | 0 | Unknown | 7 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/truss/londonsb/little_pict6920_small.jpg | https://historicbridges.org/truss/londonsb/little_pict6920.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/londonsb/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.978480,-81.255590 | ||||||||||||||
| 2007 | London Thames River Railway Bridge | Setting new standards for massive, this bridge has gargantuan members and connections. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 42.978090 | -81.275030 | Railroad (Canadian National) | Thames River | London | Middlesex County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 8 | 2 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 0 | 0 | 0 | Unknown | 7 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/truss/londonthames/little_pict6961_small.jpg | https://historicbridges.org/truss/londonthames/little_pict6961.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/londonthames/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.978090,-81.275030 | |||||||||||
| 2010 | Long Meadow Bridge | Old Cedar Avenue Bridge | This impressive multi-span truss bridge was rehabilitated for pedestrian use in 2016. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) metal rivet-connected Camelback through truss, fixed. The bridge was primarily built by Illinois Steel Bridge Company of Jacksonville, Illinois. | 44.830260 | -93.242190 | Old Cedar Avenue | Long Meadow Lake | Bloomington | Hennepin County, Minnesota | Minnesota | United States | Metal | Camelback | Rivet-Connected | Through | Truss | Fixed | 8 | 5 | 0 | 0 | 1920 | 2016 | Illinois Steel Bridge Company of Jacksonville, Illinois | 7 | 7 | 170 | 51.82 | 864.5 | 263.5 | 21 | 6.4 | https://historicbridges.org/minnesota/oldcedarave/little_oldcedarave3301_small.jpg | https://historicbridges.org/minnesota/oldcedarave/little_oldcedarave3301.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/oldcedarave/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.830260,-93.242190 | |||||||||||||
| 2012 | Long Lake Road Railroad Overpass | One of a group of similar railroad over highway bridges in the county associated with a significant project. The technical description of the main or most noteworthy span of the bridge is a metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by A. Guthrie and Company of St. Paul, Minnesota. | 42.586150 | -83.236530 | Railroad (Canadian National) | Long Lake Road | Bloomfield Hills | Oakland County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 2 | 1930 | 0 | A. Guthrie and Company of St. Paul, Minnesota | 2 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/oakland_longlake/little_pict2332_small.jpg | https://historicbridges.org/michigan/oakland_longlake/little_pict2332.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/oakland_longlake/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.586150,-83.236530 | |||||||||||||||||
| 2013 | Long Lane Road Bridge | This extremely rare truss bridge has been abandoned. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Lenticular pony truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. | 42.455070 | -77.472020 | Long Lane Road | Cohocton River | Rural | Steuben County, New York | New York | United States | Metal | Lenticular | Pin-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Berlin Iron Bridge Company of East Berlin, Connecticut | 9 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/longlane/bkg_newyork140_small.jpg | https://historicbridges.org/newyork/longlane/newyork0413.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/longlane/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.455070,-77.472020 | ||||||||||||||
| 2014 | Long Ridge Road Bridge | One of the individually unique and beautiful bridges located on one of the most important historic highways in the country. The technical description of the main or most noteworthy span of the bridge is a 51.8 ft (15.79 m) concrete rigid-frame, fixed. The bridge was primarily built by Paul Bacco Construction Company of Stamford, Connecticut. | 41.103070 | -73.565970 | Merritt Parkway (CT-15) | Long Ridge Road (CT-104) | Stamford | Fairfield County, Connecticut | Connecticut | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1936 | 0 | Paul Bacco Construction Company of Stamford, Connecticut | 6 | 6 | 51.8 | 15.79 | 58 | 17.68 | 60 | 18.29 | https://historicbridges.org/connecticut/longridge/little_img_2148_small.jpg | https://historicbridges.org/connecticut/longridge/little_img_2148.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/longridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.103070,-73.565970 | |||||||||||||||||
| 2015 | Longstreet Tower | This observation tower was built by a company that built a number of metal truss bridges and the tower itself has many truss bridge-like details. The technical description of the main or most noteworthy span of the bridge is a metal non-bridge structure, fixed. The bridge was primarily built by Variety Iron Works of Cleveland, Ohio. The bridge was primarily designed by Colonel Emmor B. Cope. | 39.799930 | -77.256010 | Pedestrian Stairway | Gettysburg Battlefield (Gettysburg National Military Park) | Rural | Adams County, Pennsylvania | Pennsylvania | United States | Metal | Non-Bridge Structure | Fixed | 0 | 0 | 0 | 0 | 1896 | 0 | Variety Iron Works of Cleveland, Ohio | Colonel Emmor B. Cope | 8 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/gettysburg/little_p1210840_small.jpg | https://historicbridges.org/pennsylvania/gettysburg/little_p1210840.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/gettysburg/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.799930,-77.256010 | ||||||||||||||||
| 2017 | Loomis Street Bridge | This non-historic bridge is listed only for comparitive purposes and for continuity of those using this website for a river tour. The technical description of the main or most noteworthy span of the bridge is a 213 ft (64.92 m) metal non-historic, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Paschen Contractors of Chicago, Illinois and American Bridge Company of New York, New York. The bridge was primarily designed by City of Chicago. | 41.845830 | -87.660830 | Loomis Street | South Branch Chicago River | Chicago | Cook County, Illinois | Illinois | United States | Metal | Non-Historic | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | 0 | 6 | 1974 | 0 | Paschen Contractors of Chicago, Illinois and American Bridge Company of New York, New York | City of Chicago | 0 | 0 | 213 | 64.92 | 457 | 139.29 | 48 | 14.63 | https://historicbridges.org/illinois/loomis/little_p1190165_small.jpg | https://historicbridges.org/illinois/loomis/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/loomis/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.845830,-87.660830 | |||||||||||||||
| 2018 | Lorain-Carnegie Bridge | Hope Memorial Bridge | This stunning bridge is a beautiful union of aesthetic superstructure and artistic embellishments. The technical description of the main or most noteworthy span of the bridge is a 299 ft (91.14 m) metal cantilever rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Mount Vernon Bridge Company of Mount Vernon, Ohio. The bridge was primarily designed by Wilbur J. Watson and Associates of Cleveland, Ohio. | 41.489320 | -81.693630 | Lorain Avenue and Carnegie Avenue (OH-10) | Cuyahoga River | Cleveland | Cuyahoga County, Ohio | Ohio | United States | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 12 | Cantilever | 15 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 5 | 1932 | 2003 | Mount Vernon Bridge Company of Mount Vernon, Ohio | Wilbur J. Watson and Associates of Cleveland, Ohio | 8 | 9 | 299 | 91.14 | 3285 | 1001.27 | 60 | 18.29 | https://historicbridges.org/ohio/loraincarnegie/bkg_cleveland417_small.jpg | https://historicbridges.org/ohio/loraincarnegie/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/loraincarnegie/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.489320,-81.693630 | ||||||||
| 2019 | Lorain Avenue Overpass | This bridge features attractive arched beams and decorative railings and piers. The technical description of the main or most noteworthy span of the bridge is a 66 ft (20.12 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 41.485450 | -81.700450 | Lorain Avenue | Columbus Road | Cleveland | Cuyahoga County, Ohio | Ohio | United States | Concrete | Rigid-Frame | Fixed | 0 | 3 | 0 | 0 | 1930 | 1993 | Unknown | 3 | 4 | 66 | 20.12 | 95 | 28.96 | 72 | 21.95 | https://historicbridges.org/ohio/lorainoverpass/bkg_cleveland450_small.jpg | https://historicbridges.org/ohio/lorainoverpass/cleveland1071.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/lorainoverpass/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.485450,-81.700450 | |||||||||||||||||
| 2020 | Lord Selkirk Bridge | McNaughton Avenue Bridge | This is Wallaceburg's most historic and notable highway bridge. The technical description of the main or most noteworthy span of the bridge is a 151.6 ft (46.21 m) metal through girder, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. | 42.591780 | -82.387500 | McNaughton Avenue (KH-40) | Sydenham River | Wallaceburg | Chatham-Kent Region, Ontario | Ontario | Canada | Metal | Through | Girder | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 1950 | 2002 | Dominion Bridge Company of Montréal, Québec | 5 | 6 | 151.6 | 46.21 | 360.2 | 109.79 | 27.9 | 8.5 | https://historicbridges.org/ontario/selkirk/little_pict2773_small.jpg | https://historicbridges.org/ontario/selkirk/little_pict2773.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/selkirk/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.591780,-82.387500 | |||||||||||
| 2021 | Loren Road Bridge | The Trestle Bridge | An abandoned through truss with unusual portal bracing design and concrete approach railings. The technical description of the main or most noteworthy span of the bridge is a 102 ft (31.09 m) metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 40.541630 | -82.841210 | CR-242 (TR-127) | Whetstone Creek | Rural (Near Mt. Gilead) | Morrow County, Ohio | Ohio | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Through | Truss | Fixed | 0 | 1 | 0 | 0 | 1879 | 0 | Wrought Iron Bridge Company of Canton, Ohio | 9 | 9 | 102 | 31.09 | 104 | 31.7 | 14 | 4.27 | https://historicbridges.org/ohio/loren/little_loren_1449_small.jpg | https://historicbridges.org/ohio/loren/little_loren_1449.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/loren/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.541630,-82.841210 | |||||||||||||
| 2022 | Loring Park Bridge | This is an attractive and unusual truss that has an overall arched shape. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Unknown. | 44.969650 | -93.285430 | Pedestrian Walkway | Loring Pond | Minneapolis | Hennepin County, Minnesota | Minnesota | United States | Metal | Double-Intersection Warren | Rivet-Connected | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/minnesota/loringpark/little_loringpark5006_small.jpg | https://historicbridges.org/minnesota/loringpark/little_loringpark5006.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/loringpark/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.969650,-93.285430 | ||||||||||||||
| 2023 | Lorne Bridge | This is a relatively large concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Port Arthur Construction Company. The bridge was primarily designed by Frank P. Adams. | 43.137290 | -80.270150 | Colborne Street | Grand River | Brantford | Brant County, Ontario | Ontario | Canada | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 1 | 1924 | 0 | Port Arthur Construction Company | Frank P. Adams | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/brantfordcolbornestreet/little_brantfordcolbornestreet0021_small.jpg | https://historicbridges.org/ontario/brantfordcolbornestreet/little_brantfordcolbornestreet0021.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/brantfordcolbornestreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.137290,-80.270150 | ||||||||||||||
| 2025 | Lovers Leap Bridge | Falls Bridge | This large lenticular truss bridge span is located in a stunningly beautiful setting. The technical description of the main or most noteworthy span of the bridge is a 173 ft (52.73 m) metal pin-connected Lenticular through truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. | 41.544400 | -73.407120 | Pumpkin Hill Road / Grove Street (Old Alignment) | Housatonic River | Rural | Litchfield County, Connecticut | Connecticut | United States | Metal | Lenticular | Pin-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1895 | 2007 | Berlin Iron Bridge Company of East Berlin, Connecticut | 8 | 9 | 173 | 52.73 | 173 | 52.73 | 19 | 5.79 | https://historicbridges.org/connecticut/loversleap/little_pict7923_small.jpg | https://historicbridges.org/connecticut/loversleap/little_img_2456.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/loversleap/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.544400,-73.407120 | |||||||||||||
| 2028 | Lowell Railroad Bridge | The beauty of the Grand River is complimented by this magnificent railroad bridge. The technical description of the main or most noteworthy span of the bridge is a 165 ft (50.29 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 42.928730 | -85.334070 | Railroad (Mid-Michigan) | Grand River | Lowell | Kent County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 2 | 0 | 0 | 1904 | 0 | American Bridge Company of New York, New York | 6 | 8 | 165 | 50.29 | 330 | 100.58 | 15 | 4.57 | https://historicbridges.org/truss/lowellrr/little_pict0911_small.jpg | https://historicbridges.org/truss/lowellrr/little_pict0911.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/lowellrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.928730,-85.334070 | ||||||||||||||
| 2030 | Lower Bridge | English Center Bridge | Perhaps the only surviving example of its kind, this is among the most unusual and significant historic bridges in the country. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal plate girder stiffening eyebar chain suspension, fixed. The bridge was primarily built by Dean and Westbrook of New York, New York. | 41.434790 | -77.288750 | Little Pine Creek Road (PA-4001) | Little Pine Creek | English Center | Lycoming County, Pennsylvania | Pennsylvania | United States | Metal | Plate Girder Stiffening | Eyebar Chain | Suspension | Fixed | 0 | 1 | 0 | 0 | 1891 | 0 | Dean and Westbrook of New York, New York | 10 | 10 | 300 | 91.44 | 306 | 93.27 | 15 | 4.57 | https://historicbridges.org/pennsylvania/englishcenter/little_redoenglishcenter_1993_4_5v_small.jpg | https://historicbridges.org/pennsylvania/englishcenter/little_redoenglishcenter_2110.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/englishcenter/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.434790,-77.288750 | ||||||||||||||
| 2031 | Lower Falls Footbridge | This is perhaps the most visually prominent of several bridges in this park that features a stone facing. The technical description of the main or most noteworthy span of the bridge is a concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Civilian Conservation Corps. | 42.585850 | -78.017860 | Pedestrian Walkway | Genesee River | Rural | Livingston County, New York and Wyoming County, New York | New York | United States | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1935 | 0 | Civilian Conservation Corps | 4 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/letchworthlowerfalls/little_lowerfalls10_13_1215_small.jpg | https://historicbridges.org/newyork/letchworthlowerfalls/little_lowerfalls10_13_1215.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/letchworthlowerfalls/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.585850,-78.017860 | |||||||||||||||
| 2032 | Lower Falls Bridge | One of several stone faced concrete bridges in this park, this one has an unusual solid two ribbed design. The technical description of the main or most noteworthy span of the bridge is a concrete (stone faced) Closed Spandrel (Ribbed) arch, fixed. The bridge was primarily built by Unknown. | 44.915380 | -93.210110 | Pedestrian Walkway | Minnehaha Creek | Minneapolis | Hennepin County, Minnesota | Minnesota | United States | Concrete (Stone Faced) | Closed Spandrel (Ribbed) | Arch | Fixed | 0 | 1 | 0 | 0 | 1939 | 0 | Unknown | 5 | 6 | 0 | 0 | 51 | 15.54 | 12 | 3.66 | https://historicbridges.org/minnesota/minnehahaparkbelowfalls/little_minnehahaparkbelowfalls3750_small.jpg | https://historicbridges.org/minnesota/minnehahaparkbelowfalls/little_minnehahaparkbelowfalls3750.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/minnehahaparkbelowfalls/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.915380,-93.210110 | ||||||||||||||||
| 2033 | Lower Road Bridge | A great example of small-scale Wisconsin standard plan bridge construction. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. | 46.490420 | -90.455120 | Lower Road (Old WI-10) | Vaughn Creek | Rural | Iron County, Wisconsin | Wisconsin | United States | Concrete | Slab | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 1 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/wisconsin/old10/bkg_img_0617-169_small.jpg | https://historicbridges.org/wisconsin/old10/IMG_0617.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/old10/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.490420,-90.455120 | |||||||||||||||||
| 2035 | Lower Rollstone Street Bridge | This distinctive bridge is an extremely rare and significant example of the important design ideas of the Parker patent truss bridge. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal multiple-type-connected Parker pony truss, fixed. The bridge was primarily built by National Bridge and Iron Works of Boston, Massachusetts. The bridge was primarily designed by Charles H. Parker. | 42.584260 | -71.806520 | Lower Rollstone Street | Nashua River | Fitchburg | Worcester County, Massachusetts | Massachusetts | United States | Metal | Parker | Multiple-Type-Connected | Pony | Truss | Fixed | 11 | 1 | 0 | 0 | 1870 | 1980 | National Bridge and Iron Works of Boston, Massachusetts | Charles H. Parker | 9 | 9 | 105 | 32 | 111 | 33.83 | 26.6 | 8.11 | https://historicbridges.org/massachusetts/lowerrollstone/little_img_1986_small.jpg | https://historicbridges.org/massachusetts/lowerrollstone/little_img_1986.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/lowerrollstone/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.584260,-71.806520 | |||||||||||||
| 2036 | Lower Glen Bridge #2 | This bridge is one of several pedestrian bridges in Minnehaha Park that are stone faced concrete arch bridges. The technical description of the main or most noteworthy span of the bridge is a concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 44.910010 | -93.203890 | Pedestrian Walkway | Minnehaha Creek | Minneapolis | Hennepin County, Minnesota | Minnesota | United States | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1939 | 1994 | Unknown | 5 | 6 | 0 | 0 | 56 | 17.07 | 14 | 4.27 | https://historicbridges.org/minnesota/minnehahaparksesoldiershome/little_minnehahaparksesoldiershome3668_small.jpg | https://historicbridges.org/minnesota/minnehahaparksesoldiershome/little_minnehahaparksesoldiershome3668.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/minnehahaparksesoldiershome/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.910010,-93.203890 | |||||||||||||||
| 2037 | Lower Glen Bridge #3 | Like several bridges in Minnehaha Park, this concrete bridge has been enhanced with a decorative stone facing. The technical description of the main or most noteworthy span of the bridge is a concrete (stone faced) rigid-frame, fixed. The bridge was primarily built by Unknown. | 44.913810 | -93.207730 | Pedestrian Walkway | Minnehaha Creek | Minneapolis | Hennepin County, Minnesota | Minnesota | United States | Concrete (Stone Faced) | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1939 | 1994 | Unknown | 5 | 6 | 0 | 0 | 56 | 17.07 | 0 | 0 | https://historicbridges.org/minnesota/minnehahaparknwsoldiershome/little_minnehahaparknwsoldiershome3613_small.jpg | https://historicbridges.org/minnesota/minnehahaparknwsoldiershome/little_minnehahaparknwsoldiershome3613.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/minnehahaparknwsoldiershome/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.913810,-93.207730 | |||||||||||||||||
| 2039 | Lundy Bridge | Iowa Bridge Number 348430 | This through truss bridge also includes a Warren pony approach span. The technical description of the main or most noteworthy span of the bridge is a 114.2 ft (34.81 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 43.347920 | -91.620440 | CR-A38 (Lundy Bridge Drive) | Upper Iowa River | Rural | Winneshiek County, Iowa | Iowa | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 2 | 0 | 1974 | Unknown | 6 | 5 | 114.2 | 34.81 | 196.2 | 59.8 | 17.1 | 5.21 | https://historicbridges.org/iowa/lundybridge/little_dscf5578_small.jpg | https://historicbridges.org/iowa/lundybridge/little_dscf5578.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/lundybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.347920,-91.620440 | |||||||
| 2040 | Luthers Mills Bridge | Kendall Hill Road Bridge, County Bridge Number 6 | This deserving historic bridge does not receive the attention that a nearby wooden covered bridge does. The technical description of the main or most noteworthy span of the bridge is a 124 ft (37.8 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Owego Bridge Company of Owego, New York. | 41.781670 | -76.567080 | Kendall Hill Road (TR-552) | Sugar Creek | Luthers Mills | Bradford County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1912 | 1968 | Owego Bridge Company of Owego, New York | 5 | 6 | 124 | 37.8 | 126 | 38.4 | 14.8 | 4.51 | https://historicbridges.org/pennsylvania/luthersmills/newyork0883_small.jpg | https://historicbridges.org/pennsylvania/luthersmills/newyork0883.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/luthersmills/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.781670,-76.567080 | |||||||||||||
| 2042 | Lyell Avenue Bridge | Bridge E-166 | This is a good, unaltered example of a state designed riveted pony truss. The technical description of the main or most noteworthy span of the bridge is a 113 ft (34.44 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Genesee Bridge Company of Rochester, New York. The bridge was primarily designed by New York State Department of Public Works. | 43.164690 | -77.676200 | Lyell Avenue (NY-31) | Erie Canal (New York State Barge Canal) | Rochester | Monroe County, New York | New York | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 10 | 1 | 0 | 0 | 1937 | 1967 | Genesee Bridge Company of Rochester, New York | New York State Department of Public Works | 5 | 5 | 113 | 34.44 | 117.8 | 35.91 | 39.7 | 12.1 | https://historicbridges.org/newyork/lyellavenue/little_p1420557_small.jpg | https://historicbridges.org/newyork/lyellavenue/little_p1420557.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/lyellavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.164690,-77.676200 | ||||||||||||
| 2044 | Lyndhurst Bridge | This rare stone arch bridge is reportedly the oldest bridge in Ontario! The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Miles Fulford and Simon Ransom. The bridge was primarily designed by John Donald Roddick. | 44.549710 | -76.125430 | Lyndhurst Road (CR-33, Charles Street) | Gananoque River | Lyndhurst | Leeds and Grenville United Counties, Ontario | Ontario | Canada | Stone | Segmental | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1857 | 1986 | Miles Fulford and Simon Ransom | John Donald Roddick | 9 | 10 | 0 | 0 | 100 | 30.48 | 0 | 0 | https://historicbridges.org/ontario/lyndhurstbridge/little_lyndhurstbridge3045_small.jpg | https://historicbridges.org/ontario/lyndhurstbridge/little_lyndhurstbridge3045.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/lyndhurstbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.549710,-76.125430 | ||||||||||||||
| 2046 | M-11 Bridge | This heavilly altered bridge is still worth noting as a very large example of its kind. The technical description of the main or most noteworthy span of the bridge is a 74.8 ft (22.8 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 42.915200 | -85.767090 | M-11 | Grand River | Grandville | Kent County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 8 | 0 | 0 | 1930 | 1985 | Unknown | Michigan State Highway Department | 1 | 1 | 74.8 | 22.8 | 550 | 167.64 | 60 | 18.29 | https://historicbridges.org/michigan/m11/little_rpict136_small.jpg | https://historicbridges.org/michigan/m11/little_rpict136.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m11/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.915200,-85.767090 | ||||||||||||||||
| 2048 | M-21 Prairie Creek Bridge | A small example of a MSHD standard stringer bridge. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Hertel and Vander Veen. The bridge was primarily designed by Michigan State Highway Department. | 42.991480 | -85.028880 | M-21 (Bluewater Highway) | Prairie Creek | Ionia | Ionia County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1930 | 0 | Hertel and Vander Veen | Michigan State Highway Department | 1 | 2 | 50 | 15.24 | 50 | 15.24 | 40 | 12.19 | https://historicbridges.org/michigan/m21ionia/bkg_07march560_small.jpg | https://historicbridges.org/michigan/m21ionia/07march1504.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m21ionia/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.991480,-85.028880 | ||||||||||||||||
| 2049 | M-21 Maple River Bridge | The longest and best example among three similar bridges on this section of highway. The technical description of the main or most noteworthy span of the bridge is a 55 ft (16.76 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by John R. Edelman Company. The bridge was primarily designed by Michigan State Highway Department. | 43.000760 | -84.921590 | M-21 (Bluewater Highway) | Maple River | Rural | Ionia County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 4 | 0 | 0 | 1930 | 2005 | John R. Edelman Company | Michigan State Highway Department | 2 | 3 | 55 | 16.76 | 220 | 67.06 | 40 | 12.19 | https://historicbridges.org/michigan/m21maple/little_dscf2474_small.jpg | https://historicbridges.org/michigan/m21maple/little_dscf2485.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m21maple/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.000760,-84.921590 | ||||||||||||||||
| 2050 | M-21 Stoney Creek Bridge | One of three similar but attractive bridges on this section of highway. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by L. W. Lamb Company of Jackson, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 42.999520 | -84.908320 | M-21 (Bluewater Highway) | Stoney Creek | Rural | Ionia County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | 1930 | 0 | L. W. Lamb Company of Jackson, Michigan | Michigan State Highway Department | 2 | 3 | 50 | 15.24 | 100 | 30.48 | 40 | 12.19 | https://historicbridges.org/michigan/m21stoney/little_dscf2458_small.jpg | https://historicbridges.org/michigan/m21stoney/little_dscf2464.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m21stoney/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.999520,-84.908320 | ||||||||||||||||
| 2051 | M-21 Railroad Overpass | An interesting railroad overpass is part of an abandoned railroad line. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. | 42.998880 | -84.868470 | Railroad (Abandoned GT/CN) Over M-21 (Bluewater Highway) | M-21 (Bluewater Highway) | Rural | Ionia County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 1 | 0 | 0 | 1932 | 0 | Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin | 2 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/m21rroverpass/little_pict1818_small.jpg | https://historicbridges.org/michigan/m21rroverpass/little_pict1812.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m21rroverpass/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.998880,-84.868470 | ||||||||||||||||
| 2052 | M-222 Overpass | A representative example of an early pre-stressed concrete overpass in Michigan. The technical description of the main or most noteworthy span of the bridge is a 58.7 ft (17.89 m) concrete pre-stressed stringer (multi-beam), fixed. The bridge was primarily built by Carl Goodwin and Sons of Allegan, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 42.536990 | -85.660050 | M-222 (116th Avenue) | US-131 | Rural | Allegan County, Michigan | Michigan | United States | Concrete | Pre-Stressed | Stringer (Multi-Beam) | Fixed | 0 | 4 | 0 | 0 | 1959 | 0 | Carl Goodwin and Sons of Allegan, Michigan | Michigan State Highway Department | 1 | 3 | 58.7 | 17.89 | 188 | 57.3 | 40.4 | 12.31 | https://historicbridges.org/michigan/m222/little_dscf1753_small.jpg | https://historicbridges.org/michigan/m222/little_dscf1745.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m222/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.536990,-85.660050 | |||||||||||||||
| 2054 | M-26 Cedar Creek Bridge | One of two attractive culverts with stone facing on this highway. The technical description of the main or most noteworthy span of the bridge is a corrugated multi-plate Closed Spandrel deck arch, fixed. The bridge was primarily built by Keweenaw County Road Commission. | 47.455370 | -88.149640 | M-26 | Cedar Creek | Rural | Keweenaw County, Michigan | Michigan | United States | Corrugated Multi-Plate | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1930 | 0 | Keweenaw County Road Commission | 4 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/m26cedarcreek/little_m26cedarcreek_3943_small.jpg | https://historicbridges.org/michigan/m26cedarcreek/little_m26cedarcreek_3943.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m26cedarcreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.455370,-88.149640 | |||||||||||||||
| 2056 | M-26 West Branch Firesteel River Bridge | One of several examples of a Michigan cantilevered haunched deck plate girder in this area. The technical description of the main or most noteworthy span of the bridge is a 102 ft (31.09 m) metal cantilever Variable Depth deck girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 46.791440 | -89.028060 | M-26 | West Branch Firesteel River | Rural | Ontonagon County, Michigan | Michigan | United States | Metal | Variable Depth | Deck | Girder | Fixed | 0 | Cantilever | 3 | 0 | 0 | 1952 | 0 | Unknown | Michigan State Highway Department | 4 | 5 | 102 | 31.09 | 270 | 82.3 | 28 | 8.53 | https://historicbridges.org/michigan/m26westbranchfiresteelriver/little_m26westbranchfiresteelriver_3874_small.jpg | https://historicbridges.org/michigan/m26westbranchfiresteelriver/little_m26westbranchfiresteelriver_3874.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m26westbranchfiresteelriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.791440,-89.028060 | |||||||||||||
| 2057 | M-28 Bridge | This prototype bridge is significant as one of the first examples of a short-lived but prolific state standard plan. The technical description of the main or most noteworthy span of the bridge is a 54.8 ft (16.7 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Walter Toebe Company. The bridge was primarily designed by Michigan State Highway Department. | 46.346110 | -84.958610 | M-28 | East Branch Tahquemenon River | Rural | Chippewa County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1926 | 0 | Walter Toebe Company | Michigan State Highway Department | 3 | 6 | 54.8 | 16.7 | 54.8 | 16.7 | 30 | 9.14 | https://historicbridges.org/michigan/m28/little_2011august009_small.jpg | https://historicbridges.org/michigan/m28/little_2011august009.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m28/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.346110,-84.958610 | ||||||||||||||||
| 2058 | M-28 Soo Line Railroad Overpass | This is a heavilly skewed plate girder overpass with attractive abutments. The technical description of the main or most noteworthy span of the bridge is a 106 ft (32.31 m) metal through girder, fixed. The bridge was primarily built by A. H. Proksch of Iron River, Michigan. | 46.489710 | -87.321610 | Railroad (Rail-Trail) | M-28 | Rural | Marquette County, Michigan | Michigan | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1938 | 0 | A. H. Proksch of Iron River, Michigan | 2 | 4 | 106 | 32.31 | 106 | 32.31 | 0 | 0 | https://historicbridges.org/michigan/m28rroverpass/little_m28rroverpass_5845_small.jpg | https://historicbridges.org/michigan/m28rroverpass/little_m28rroverpass_5845.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m28rroverpass/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.489710,-87.321610 | ||||||||||||||||
| 2060 | M-35 Bark River Bridge | This bridge is noted as a fairly long span example of its type, and for its non-standard, elaborate abutments. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal stringer (multi-beam), fixed. The bridge was primarily built by C. G. Bridges. The bridge was primarily designed by Michigan State Highway Department. | 45.578410 | -87.245930 | M-35 | Bark River | Rural | Delta County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1948 | 0 | C. G. Bridges | Michigan State Highway Department | 3 | 5 | 70 | 21.34 | 70 | 21.34 | 38 | 11.58 | https://historicbridges.org/michigan/m35barkriver/little_m35_1124_small.jpg | https://historicbridges.org/michigan/m35barkriver/little_m35_1124.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m35barkriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.578410,-87.245930 | ||||||||||||||||
| 2061 | M-35 Railroad Overpass | This plate girder overpass is skewed and has three girder lines. The technical description of the main or most noteworthy span of the bridge is a 61 ft (18.59 m) metal through girder, fixed. The bridge was primarily built by Gosner and Company. | 45.852720 | -87.025320 | Railroad (Canadian National) | M-35 | Gladstone | Delta County, Michigan | Michigan | United States | Metal | Through | Girder | Fixed | 0 | 1 | Concrete | Slab | Fixed | 0 | 2 | 1936 | 0 | Gosner and Company | 2 | 3 | 61 | 18.59 | 84 | 25.6 | 0 | 0 | https://historicbridges.org/michigan/m35rroverpassgladstone/little_m35rroverpassgladstone_1079_small.jpg | https://historicbridges.org/michigan/m35rroverpassgladstone/little_m35rroverpassgladstone_1079.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m35rroverpassgladstone/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.852720,-87.025320 | |||||||||||||
| 2062 | M-38 Bridge | An example of a Michigan standard riveted haunched deck plate girder with cantilevers and a suspended span. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal cantilever Variable Depth deck girder, fixed. The bridge was primarily built by Jackson Construction Company. The bridge was primarily designed by Michigan State Highway Department. | 46.771230 | -89.003440 | M-38 | West Branch Firesteel River | Rural | Ontonagon County, Michigan | Michigan | United States | Metal | Variable Depth | Deck | Girder | Fixed | 0 | Cantilever | 3 | 0 | 0 | 1958 | 0 | Jackson Construction Company | Michigan State Highway Department | 4 | 5 | 90 | 27.43 | 240 | 73.15 | 31 | 9.45 | https://historicbridges.org/michigan/m38westbranchfiresteelriver/little_m38westbranchfiresteelriver_3733_small.jpg | https://historicbridges.org/michigan/m38westbranchfiresteelriver/little_m38westbranchfiresteelriver_3733.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m38westbranchfiresteelriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.771230,-89.003440 | |||||||||||||
| 2063 | M-156 Bridge | Murray D. Van Wagoner Memorial Bridge | This short stringer bridge is historically significant for its association with tourism development. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) metal stringer (multi-beam), fixed. The bridge was primarily built by W. H. Knapp Company of Monroe, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 41.712460 | -84.211640 | M-156 (Taft Memorial Highway) | Silver Creek | Morenci | Lenawee County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1935 | 2000 | W. H. Knapp Company of Monroe, Michigan | Michigan State Highway Department | 3 | 5 | 45 | 13.72 | 45 | 13.72 | 33 | 10.06 | https://historicbridges.org/michigan/m156/little_addmorencistringer_7723_small.jpg | https://historicbridges.org/michigan/m156/little_addmorencistringer_7723.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m156/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.712460,-84.211640 | |||||||||||||||
| 2064 | M-40 Paw Paw River Bridge | A fairly early example of its type in Michigan, and designed to fit in with its urban setting. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) pre-stressed concrete Adjacent box beam, fixed. The bridge was primarily built by L. W. Lamb Company of Jackson, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 42.213010 | -85.891380 | M-40 (Kalamazoo Street) | Paw Paw River | Paw Paw | Van Buren County, Michigan | Michigan | United States | Pre-Stressed Concrete | Adjacent | Box Beam | Fixed | 0 | 1 | 0 | 0 | 1960 | 0 | L. W. Lamb Company of Jackson, Michigan | Michigan State Highway Department | 1 | 1 | 40 | 12.19 | 40 | 12.19 | 68.6 | 20.91 | https://historicbridges.org/michigan/m40pawpaw/little_fulladd_m-40inpaw-pawnearwineries2735_small.jpg | https://historicbridges.org/michigan/m40pawpaw/little_fulladd_m-40inpaw-pawnearwineries2735.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m40pawpaw/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.213010,-85.891380 | |||||||||||||||
| 2067 | M-48 Bridge | This is an extremely unusual expressway overpass that features beam approach spans supported by v-laced and riveted steel bents! The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Gilliland Construction Company. The bridge was primarily designed by Michigan State Highway Department. | 46.187070 | -84.561080 | M-48 (22 Mile Road) | I-75 | Rural | Chippewa County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 12 | 0 | 0 | 1963 | 0 | Gilliland Construction Company | Michigan State Highway Department | 2 | 3 | 72 | 21.95 | 673 | 205.13 | 28 | 8.53 | https://historicbridges.org/beam/m48/bkg_sault158_small.jpg | https://historicbridges.org/beam/m48/sault582.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=beam/m48/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.187070,-84.561080 | ||||||||||||||||
| 2068 | M-50 Railroad Overpass | One of three concrete encased deck plate girder overpasses on this stretch of railroad in Monroe and Lenawee Counties. The technical description of the main or most noteworthy span of the bridge is a 62 ft (18.9 m) metal (concrete encased) deck girder, fixed. The bridge was primarily built by Unknown. | 41.949790 | -83.612720 | Railroad (Canadian National) | M-50 | Rural | Monroe County, Michigan | Michigan | United States | Metal (Concrete Encased) | Deck | Girder | Fixed | 0 | 1 | 0 | 0 | 1926 | 0 | Unknown | 2 | 3 | 62 | 18.9 | 62 | 18.9 | 0 | 0 | https://historicbridges.org/michigan/m50rr/little_p1100638_small.jpg | https://historicbridges.org/michigan/m50rr/little_p1100638.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m50rr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.949790,-83.612720 | ||||||||||||||||
| 2072 | M-53 Imlay City Railroad Bridge | Van Dyke Road Imlay City Railroad Bridge | A well decorated deck plate girder railroad overpass with concrete approach spans. The technical description of the main or most noteworthy span of the bridge is a 51 ft (15.54 m) metal deck girder, fixed. The bridge was primarily built by Walbridge and Aldinger Company of Detroit, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 43.023140 | -83.071730 | Railroad (Canadian National) | M-53 (Van Dyke Road) | Imlay City | Lapeer County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 1 | Concrete | Slab | Fixed | 0 | 2 | 1934 | 0 | Walbridge and Aldinger Company of Detroit, Michigan | Michigan State Highway Department | 2 | 5 | 51 | 15.54 | 102 | 31.09 | 0 | 0 | https://historicbridges.org/other/m53/little_icjune22_img_20220619_104517_small.jpg | https://historicbridges.org/other/m53/little_icjune22_img_20220619_104517.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/m53/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.023140,-83.071730 | |||||||||||
| 2073 | M-64 Bridge | This beautiful example of a concrete camelback bridge is located in a scenic rural area. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) concrete 60 Foot Plan curved chord through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 46.344990 | -89.710110 | M-64 | West Branch Big Presque Isle River | Rural | Gogebic County, Michigan | Michigan | United States | Concrete | 60 Foot Plan | Curved Chord Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1928 | 0 | Unknown | Michigan State Highway Department | 7 | 7 | 60 | 18.29 | 60 | 18.29 | 23 | 7.01 | https://historicbridges.org/michigan/m64/main2_small.jpg | https://historicbridges.org/michigan/m64/main2.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m64/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.344990,-89.710110 | ||||||||||||||
| 2074 | M-65 Bridge | Five Channels Bridge | An extremely rare example of a multi-span pony truss, this structure was restored and then bypassed. The technical description of the main or most noteworthy span of the bridge is a 119.8 ft (36.52 m) metal rivet-connected Parker pony truss, fixed. The bridge was primarily built by Walter Toebe Company. The bridge was primarily designed by Michigan State Highway Department. | 44.454250 | -83.675160 | M-65 (Old Alignment) | Ausable River | Rural | Iosco County, Michigan | Michigan | United States | Metal | Parker | Rivet-Connected | Pony | Truss | Fixed | 9 | 2 | Concrete | Deck | Girder | Fixed | 0 | 2 | 1930 | 1998 | Walter Toebe Company | Michigan State Highway Department | 7 | 8 | 119.8 | 36.52 | 320 | 97.54 | 23.3 | 7.1 | https://historicbridges.org/truss/m65/little_p1320072_small.jpg | https://historicbridges.org/truss/m65/little_p1320039.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/m65/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.454250,-83.675160 | ||||||||
| 2075 | M-66 Bridge | A small t-beam bridge is an early example of a bridge with the unique Michigan Type R4 railing. The technical description of the main or most noteworthy span of the bridge is a 30.8 ft (9.39 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 43.941660 | -85.148330 | M-66 (30th Avenue) | Doc and Tom Creek | Rural | Osceola County, Michigan | Michigan | United States | Concrete | T-Beam | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | Michigan State Highway Department | 1 | 1 | 30.8 | 9.39 | 30.8 | 9.39 | 33 | 10.06 | https://historicbridges.org/michigan/m66tom/little_m-66doctomcr9_small.jpg | https://historicbridges.org/michigan/m66tom/little_m-66doctomcr9.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m66tom/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.941660,-85.148330 | ||||||||||||||||
| 2076 | M-66 Middle Branch Rover Bridge | This small stringer bridge was funded by Depression-era federal aid. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) metal stringer (multi-beam), fixed. The bridge was primarily built by George W. Drew. The bridge was primarily designed by Michigan State Highway Department. | 44.101380 | -85.147220 | M-66 (Mill Street / 30th Avenue) | Middle Branch River | Marion | Osceola County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1939 | 0 | George W. Drew | Michigan State Highway Department | 1 | 2 | 45 | 13.72 | 45 | 13.72 | 40 | 12.19 | https://historicbridges.org/michigan/m66middlebranch/little_m66middlebrr10_small.jpg | https://historicbridges.org/michigan/m66middlebranch/little_m66middlebrr10.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m66middlebranch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.101380,-85.147220 | ||||||||||||||||
| 2077 | M-66 Whetstone Creek Bridge | A relatively early pre-stressed concrete bridge in Michigan. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) pre-stressed concrete Adjacent box beam, fixed. The bridge was primarily built by Erickson Trucking Service Company. The bridge was primarily designed by Michigan State Highway Department. | 43.970830 | -85.147770 | M-66 (30th Avenue) | Whetstone Creek | Rural | Osceola County, Michigan | Michigan | United States | Pre-Stressed Concrete | Adjacent | Box Beam | Fixed | 0 | 1 | 0 | 0 | 1959 | 0 | Erickson Trucking Service Company | Michigan State Highway Department | 1 | 1 | 40 | 12.19 | 40 | 12.19 | 40 | 12.19 | https://historicbridges.org/michigan/m66whetstone/little_m66whetstonecr3_small.jpg | https://historicbridges.org/michigan/m66whetstone/little_m66whetstonecr3.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m66whetstone/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.970830,-85.147770 | |||||||||||||||
| 2078 | M-68 Rainy River Bridge | A classic example of a Michigan steel stringer with steel bents for support. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 45.357222 | -84.168889 | M-68 | Rainy River | Rural | Presque Isle County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 0 | 0 | 1954 | 0 | Unknown | Michigan State Highway Department | 1 | 1 | 40 | 12.19 | 117.8 | 35.91 | 28 | 8.53 | https://historicbridges.org/michigan/m68rainy/little_dscf4763_small.jpg | https://historicbridges.org/michigan/m68rainy/little_dscf4760.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m68rainy/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.357222,-84.168889 | ||||||||||||||||
| 2079 | M-69 Paint River Bridge | Superior Avenue Bridge | This bridge is a good example of a compromise preservation solution. The technical description of the main or most noteworthy span of the bridge is a 131 ft (39.93 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Smith-Holmes-Burridge-Sparks of Houghton, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 46.096680 | -88.319710 | M-69 (Superior Avenue) | Paint River | Rural | Iron County, Michigan | Michigan | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1924 | 2001 | Smith-Holmes-Burridge-Sparks of Houghton, Michigan | Michigan State Highway Department | 4 | 6 | 131 | 39.93 | 261.8 | 79.8 | 26 | 7.92 | https://historicbridges.org/michigan/m69paint/little_oldus41rapidr13_small.jpg | https://historicbridges.org/michigan/m69paint/little_m-69paintr12.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m69paint/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.096680,-88.319710 | |||||||||||||
| 2080 | M-72 Au Sable River Bridge | State Street Bridge | This small bridge is the only example of a steel rigid frame bridge in Michigan. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal rigid-frame, fixed. The bridge was primarily built by F. C. Atletwed. The bridge was primarily designed by Michigan State Highway Department. | 44.659740 | -84.712430 | M-72 (I-75 BL) | Au Sable River | Grayling | Crawford County, Michigan | Michigan | United States | Metal | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1935 | 2016 | F. C. Atletwed | Michigan State Highway Department | 6 | 8 | 40 | 12.19 | 40 | 12.19 | 40 | 12.19 | https://historicbridges.org/michigan/m72/little_brg_5919_20_21v_small.jpg | https://historicbridges.org/michigan/m72/little_brg_5919_20_21v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m72/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.659740,-84.712430 | |||||||||||||||
| 2082 | ! | M-90 Bridge | Peck Road Bridge | One of the last remaining historic bridges of any kind in Sanilac County. The technical description of the main or most noteworthy span of the bridge is a 72.8 ft (22.19 m) metal stringer (multi-beam), fixed. The bridge was primarily built by F. C. Atletwed. The bridge was primarily designed by Michigan State Highway Department. | 43.264450 | -82.623560 | M-90 (Peck Road) | Black River | Croswell | Sanilac County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 0 | 0 | 1947 | 0 | F. C. Atletwed | Michigan State Highway Department | 2 | 3 | 72.8 | 22.19 | 198.8 | 60.59 | 38 | 11.58 | https://historicbridges.org/beam/peck/little_img_20211031_135319_small.jpg | https://historicbridges.org/beam/peck/little_img_20211031_135319.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=beam/peck/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.264450,-82.623560 | ||||||||||||||
| 2083 | M-94 Au Train River Bridge | This is small arch bridge next to a dam and a railroad bridge. The technical description of the main or most noteworthy span of the bridge is a 47 ft (14.33 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 46.332420 | -86.849970 | M-94 | Au Train River | Rural | Alger County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1919 | 1955 | Unknown | 3 | 6 | 47 | 14.33 | 47 | 14.33 | 38 | 11.58 | https://historicbridges.org/michigan/m94autrain/little_2011august045_small.jpg | https://historicbridges.org/michigan/m94autrain/little_2011august045.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m94autrain/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.332420,-86.849970 | |||||||||||||||
| 2085 | M-123 Bridge | An uncommon and relatively long variation of a state highway department steel stringer bridge. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Proksch Construction Company. The bridge was primarily designed by Michigan State Highway Department. | 46.556160 | -85.031800 | M-123 | Tahquamenon River | Rural | Chippewa County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 5 | 0 | 0 | 1952 | 0 | Proksch Construction Company | Michigan State Highway Department | 3 | 5 | 60 | 18.29 | 280 | 85.34 | 24 | 7.32 | https://historicbridges.org/michigan/m123/little_m123tahquamenonr13_small.jpg | https://historicbridges.org/michigan/m123/little_m123tahquamenonr13.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m123/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.556160,-85.031800 | ||||||||||||||||
| 2086 | Macdonell Street Bridge | Allan's Bridge | An early example of a bridge with a common ornamental Ontario railing design, this bridge is uniquely positioned directly under a railway bridge. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. | 43.547310 | -80.243440 | Macdonell Street (Abandoned Alignment) | Speed River | Guelph | Wellington County, Ontario | Ontario | Canada | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | Hamilton Bridge Company of Hamilton, Ontario | 4 | 4 | 60 | 18.29 | 120.4 | 36.7 | 24 | 7.32 | https://historicbridges.org/ontario/macdonellstreet/little_macdonellstreet1312_small.jpg | https://historicbridges.org/ontario/macdonellstreet/little_macdonellstreet1312.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/macdonellstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.547310,-80.243440 | ||||||||||||||||
| 2087 | ! | Macdonell Street Railway Bridge | Allan's Bridge | This very unusual railway bridge was built to allow Macdonell Street to run directly under it. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Canadian Bridge Company of Walkerville, Ontario. | 43.547480 | -80.243220 | Railroad (Canadian Pacific) | Speed River and Elizabeth Street | Guelph | Wellington County, Ontario | Ontario | Canada | Metal | Deck | Girder | Fixed | 0 | 7 | 0 | 0 | 1948 | 0 | Canadian Bridge Company of Walkerville, Ontario | 4 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/macdonellstreetrr/little_macdonellstreetrr1261_small.jpg | https://historicbridges.org/ontario/macdonellstreetrr/little_macdonellstreetrr1261.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/macdonellstreetrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.547480,-80.243220 | ||||||||||||||
| 2090 | MacIntire's Bridge | This small concrete slab bridge has a bronze plaque and paneled railings. The technical description of the main or most noteworthy span of the bridge is a 15 ft (4.57 m) concrete slab, fixed. The bridge was primarily built by Unknown. | 39.809080 | -75.939690 | Township Road | West Branch Big Elk Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Concrete | Slab | Fixed | 0 | 2 | 0 | 0 | 1924 | 0 | Unknown | 1 | 1 | 15 | 4.57 | 36 | 10.97 | 17.4 | 5.3 | https://historicbridges.org/pennsylvania/bridge297macintires/little_macintires_num297003_small.jpg | https://historicbridges.org/pennsylvania/bridge297macintires/little_macintires_num297003.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge297macintires/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.809080,-75.939690 | |||||||||||||||||
| 2091 | Maclay's Mill East Bridge | This is the smaller of two nearby stone arch bridges that are significant as extremely old and unaltered examples of their type. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) stone Segmental deck arch, fixed. The bridge was primarily built by Silas Harry of Chambersburg, Pennsylvania. | 40.096860 | -77.570840 | Maclays Mill Road (PA-4018) | Conodoguinet Creek Mill Race | Rural | Franklin County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1827 | 0 | Silas Harry of Chambersburg, Pennsylvania | 8 | 8 | 20 | 6.1 | 45 | 13.72 | 16.7 | 5.09 | https://historicbridges.org/pennsylvania/mcclaysmillsmall/little_p1220056_small.jpg | https://historicbridges.org/pennsylvania/mcclaysmillsmall/little_p1220053_4_5_enhanced.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/mcclaysmillsmall/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.096860,-77.570840 | |||||||||||||||
| 2092 | Maclay's Mill West Bridge | This is one of two nearby stone arch bridges that are significant as extremely old and unaltered examples of their type. The technical description of the main or most noteworthy span of the bridge is a 30.8 ft (9.39 m) stone Segmental deck arch, fixed. The bridge was primarily built by Silas Harry of Chambersburg, Pennsylvania. | 40.097080 | -77.570340 | Maclays Mill Road (PA-4018) | Conodoguinet Creek | Rural | Franklin County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1827 | 0 | Silas Harry of Chambersburg, Pennsylvania | 8 | 8 | 30.8 | 9.39 | 102 | 31.09 | 16.4 | 5 | https://historicbridges.org/pennsylvania/mcclaysmillbig/little_p1220030_small.jpg | https://historicbridges.org/pennsylvania/mcclaysmillbig/little_img_4633.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/mcclaysmillbig/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.097080,-77.570340 | |||||||||||||||
| 2093 | Macombs Dam Bridge | Central Bridge | One of the most beautiful bridges in New York City, this swing bridge has been preserved. The technical description of the main or most noteworthy span of the bridge is a 415 ft (126.49 m) metal pin-connected Pratt through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Passaic Rolling Mill Company of Paterson, New Jersey. The bridge was primarily designed by Alfred P. Boller of Philadelphia, Pennsylvania. | 40.828056 | -73.934722 | Jerome Avenue and 155th Street | Harlem River | New York | The Bronx, New York and Manhattan, New York | New York | United States | Metal | Pratt | Pin-Connected | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 0 | 1 | 0 | 0 | 1895 | 2003 | Passaic Rolling Mill Company of Paterson, New Jersey | Alfred P. Boller of Philadelphia, Pennsylvania | 9 | 9 | 415 | 126.49 | 2540 | 774.19 | 44 | 13.41 | https://historicbridges.org/newyork/macombsdam/little_pict7183_small.jpg | https://historicbridges.org/newyork/macombsdam/little_pict7300.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/macombsdam/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.828056,-73.934722 | |||||||||||
| 2095 | ! | Madison Bridge | Keim Street Bridge | This rare multi-span pony truss bridge is the longest of its type in all of Pennsylvania. The technical description of the main or most noteworthy span of the bridge is a 92 ft (28.04 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. | 40.235000 | -75.634160 | Keim Street | Schuylkill River | Pottstown | Montgomery County, Pennsylvania and Chester County, Pennsylvania | Pennsylvania | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 8 | 8 | 0 | 0 | 1935 | 0 | Unknown | 6 | 8 | 92 | 28.04 | 749 | 228.3 | 20 | 6.1 | https://historicbridges.org/pennsylvania/keim/little_dscf0478_small.jpg | https://historicbridges.org/pennsylvania/keim/little_dscf0478.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/keim/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.235000,-75.634160 | ||||||||||||
| 2096 | Madison Street Bridge | Lyric Opera Bridge | The first bascule bridge in Chicago to raise the deck trusses above the deck slightly to act as guardrails. The technical description of the main or most noteworthy span of the bridge is a 221 ft (67.36 m) metal rivet-connected Pratt railing height truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Ketler-Elliott Company of Chicago, Illinois. The bridge was primarily designed by City of Chicago. | 41.881900 | -87.638150 | Madison Street | South Branch Chicago River | Chicago | Cook County, Illinois | Illinois | United States | Metal | Pratt | Rivet-Connected | Railing Height | Truss | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 1922 | 1994 | Ketler-Elliott Company of Chicago, Illinois | City of Chicago | 8 | 8 | 221 | 67.36 | 283.2 | 86.32 | 38 | 11.58 | https://historicbridges.org/illinois/madison/little_p1170569_70_71_enhancd_small.jpg | https://historicbridges.org/illinois/madison/little_p1170569_70_71_enhancd.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/madison/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.881900,-87.638150 | ||||||||
| 2097 | Madison Avenue Bridge | This beautiful swing bridge has been maintained and remains in good condition today. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal rivet-connected Pratt through truss, movable: swing, Center Pier. The bridge was primarily built by American Bridge Company of New York, New York. | 40.814167 | -73.934167 | Madison Avenue | Harlem River | New York | The Bronx, New York and Manhattan, New York | New York | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Movable: Swing | Center Pier | 0 | 1 | 0 | 0 | 1910 | 1994 | American Bridge Company of New York, New York | 8 | 7 | 300 | 91.44 | 1892 | 576.68 | 54 | 16.46 | https://historicbridges.org/newyork/madison/little_pict7134_small.jpg | https://historicbridges.org/newyork/madison/little_pict7134.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/madison/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.814167,-73.934167 | |||||||||||||
| 2098 | Madison Avenue Bridge | One of the individually unique and beautiful bridges crossing one of the most important historic highways in the country. The technical description of the main or most noteworthy span of the bridge is a 79.8 ft (24.32 m) concrete rigid-frame, fixed. The bridge was primarily built by Mariani Construction Company of New Haven, Connecticut. | 41.231760 | -73.232080 | Madison Avenue | Merritt Parkway (CT-15) | Bridgeport | Fairfield County, Connecticut | Connecticut | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1939 | 0 | Mariani Construction Company of New Haven, Connecticut | 6 | 6 | 79.8 | 24.32 | 81 | 24.69 | 30.2 | 9.2 | https://historicbridges.org/connecticut/madison/little_img_2409_small.jpg | https://historicbridges.org/connecticut/madison/little_img_2409.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/madison/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.231760,-73.232080 | |||||||||||||||||
| 2099 | Mahaffey Railroad Bridge | This old and noteworthy railroad bridge includes both a pony truss and a deck truss span. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Camelback pony truss, fixed. The bridge was primarily built by A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works). | 40.876120 | -78.729340 | Railroad (RJ Corman Railroad) | Chest Creek and Sheffield Street | Mahaffey | Clearfield County, Pennsylvania | Pennsylvania | United States | Metal | Camelback | Rivet-Connected | Pony | Truss | Fixed | 7 | 1 | 0 | 0 | 1892 | 0 | A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works) | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/mahaffey/little_pict9274_small.jpg | https://historicbridges.org/pennsylvania/mahaffey/little_pict9274.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/mahaffey/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.876120,-78.729340 | ||||||||||||||
| 2100 | Mahoning Avenue Viaduct | This extremely long bridge is noted for a curve during its length of over 1000 feet, as well as some oddly skewed spans. The technical description of the main or most noteworthy span of the bridge is a 307 ft (93.57 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Independent Bridge Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Thomas Gilkey. | 40.982130 | -80.353360 | Mahoning Avenue | Shenango River and Railroad (Various) | New Castle | Lawrence County, Pennsylvania | Pennsylvania | United States | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 0 | 3 | Metal | Deck | Girder | Fixed | 0 | 8 | 1923 | 1985 | Independent Bridge Company of Pittsburgh, Pennsylvania | Thomas Gilkey | 8 | 8 | 307 | 93.57 | 1195 | 364.24 | 29.5 | 8.99 | https://historicbridges.org/pennsylvania/mahoningave/little_mahoningavenueviaduct5255_small.jpg | https://historicbridges.org/pennsylvania/mahoningave/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/mahoningave/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.982130,-80.353360 | |||||||||
| 2101 | Mahoning Street Railroad Overpass | One of several truss bridges on this section of railroad line. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 40.942240 | -78.982750 | Railroad (Baltimore and Pittsburgh - Norfolk Southern) | Mahoning Street (PA-36) | Punxsutawney | Jefferson County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/mahoningoverpass/little_pict9452_small.jpg | https://historicbridges.org/pennsylvania/mahoningoverpass/little_pict9452.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/mahoningoverpass/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.942240,-78.982750 | ||||||||||||||
| 2102 | Mahoningtown Railroad Bridge | A rare example of a railroad pony truss, this is a two-span example. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 40.971550 | -80.382950 | Railroad (Norfolk Southern) | Mahoning River | Mahoningtown | Lawrence County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 8 | 2 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/mahoningtown/little_pict9122_small.jpg | https://historicbridges.org/pennsylvania/mahoningtown/little_pict9122.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/mahoningtown/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.971550,-80.382950 | ||||||||||||||
| 2103 | Maiden Lane Bridge | This long-abandoned truss bridge is a rarity in Berrien County. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 42.050410 | -86.505570 | Maiden Lane (Old, Abandoned Alignment) | Hickory Creek | St. Joseph Township | Berrien County, Michigan | Michigan | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/maidenlane/little_p1630203_small.jpg | https://historicbridges.org/michigan/maidenlane/little_p1630203.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/maidenlane/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.050410,-86.505570 | ||||||||||||||
| 2104 | Main Avenue Bridge | Cleveland Memorial Shoreway Bridge, Harold H. Burton Memorial Bridge | This complex bridge with its variety of span types is the longest historic highway bridge structure in Ohio. The technical description of the main or most noteworthy span of the bridge is a 400 ft (121.92 m) metal cantilever rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by Wilbur J. Watson and Associates of Cleveland, Ohio and Fred L. Plummer. | 41.498540 | -81.705180 | Main Avenue (Cleveland Memorial Shoreway) | Cuyahoga River | Cleveland | Cuyahoga County, Ohio | Ohio | United States | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 0 | Cantilever | 10 | Metal | Rigid-Frame | Fixed | 0 | Continuous | 30 | 1939 | 2007 | Bethlehem Steel Company of Bethlehem, Pennsylvania | Wilbur J. Watson and Associates of Cleveland, Ohio and Fred L. Plummer | 8 | 8 | 400 | 121.92 | 8000 | 2438.4 | 82 | 24.99 | https://historicbridges.org/ohio/mainavenue/little_main_9211_2_3vib_small.jpg | https://historicbridges.org/ohio/mainavenue/little_main_9000_1_2vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/mainavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.498540,-81.705180 | |||||||
| 2105 | Main Canal Bridge | One of several bridges on this canal, this pedestrian bridge retains good historic integrity. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. | 44.093030 | -70.216510 | Pedestrian Walkway | Main Canal | Lewiston | Androscoggin County, Maine | Maine | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/maine/lewistoncanal2/little_p1480540_small.jpg | https://historicbridges.org/maine/lewistoncanal2/little_p1480540.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maine/lewistoncanal2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.093030,-70.216510 | ||||||||||||||||
| 2106 | Main Drive Bridge | Tunnel Under Main Drive | This structure that carries a highway over a park walkway appears to be an extremely old concrete structure. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 37.770570 | -122.459680 | Main Drive (Middle Drive, Nanci Pelosi Drive) | Pedestrian Walkway | San Francisco | San Francisco County, California | California | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1894 | 0 | Unknown | 8 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/california/goldengatepark/little_day4_nancypelosidrivebridge05546_small.jpg | https://historicbridges.org/california/goldengatepark/little_day4_nancypelosidrivebridge05546.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/goldengatepark/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.770570,-122.459680 | ||||||||||||||
| 2107 | Main Street Bridge | This bridge is a representative example of a highway plate girder bridge in Maine. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 44.088060 | -70.225310 | Main Street (ME-136) | Little Androscoggin River | Auburn | Androscoggin County, Maine | Maine | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1948 | 1991 | Unknown | 3 | 3 | 90 | 27.43 | 95 | 28.96 | 45 | 13.72 | https://historicbridges.org/maine/auburnmainstreet/little_p1480332_small.jpg | https://historicbridges.org/maine/auburnmainstreet/little_p1480332.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maine/auburnmainstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.088060,-70.225310 | ||||||||||||||||
| 2109 | Main Street Bridge | This concrete arch bridge has been widened twice since its construction. The technical description of the main or most noteworthy span of the bridge is a 43 ft (13.11 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 39.699910 | -78.186580 | Main Street (MD-144) | Little Tonoloway Creek | Hancock | Washington County, Maryland | Maryland | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1925 | 1952 | Unknown | 6 | 6 | 43 | 13.11 | 48 | 14.63 | 37 | 11.28 | https://historicbridges.org/maryland/hancock/little_p1210353_small.jpg | https://historicbridges.org/maryland/hancock/little_p1210353.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/hancock/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.699910,-78.186580 | |||||||||||||||
| 2110 | Main Street Bridge | With two colors of stone, this is a very old arch bridge with a relatively long span length as well. The technical description of the main or most noteworthy span of the bridge is a 91 ft (27.74 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 44.505240 | -73.480680 | Main Street (NY-22) | Ausable River | Keeseville | Clinton County, New York and Essex County, New York | New York | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1842 | 2000 | Unknown | 7 | 6 | 91 | 27.74 | 109 | 33.22 | 22.3 | 6.8 | https://historicbridges.org/newyork/keeseville/little_p1070512_small.jpg | https://historicbridges.org/newyork/keeseville/little_p1070512.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/keeseville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.505240,-73.480680 | |||||||||||||||
| 2112 | Main Street Bridge | This is a tiny concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 25 ft (7.62 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 44.102220 | -85.146110 | Main Street (Old M-61) | Middle Branch River | Marion | Osceola County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1939 | 0 | Unknown | 2 | 2 | 25 | 7.62 | 27 | 8.23 | 87 | 26.52 | https://historicbridges.org/michigan/mainmiddlebranch/little_mainstmiddlebrr5_small.jpg | https://historicbridges.org/michigan/mainmiddlebranch/little_mainstmiddlebrr5.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/mainmiddlebranch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.102220,-85.146110 | |||||||||||||||
| 2113 | Main Street Bridge | Talcottville Bridge | A small but significant lenticular pony truss sits at the end of Main Street which is cut in half by the nearby freeway. The technical description of the main or most noteworthy span of the bridge is a 66 ft (20.12 m) metal pin-connected Lenticular pony truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. | 41.822290 | -72.498050 | Main Street | Tankerhoosen River | Talcottville | Tolland County, Connecticut | Connecticut | United States | Metal | Lenticular | Pin-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1891 | 1995 | Berlin Iron Bridge Company of East Berlin, Connecticut | 8 | 8 | 66 | 20.12 | 71 | 21.64 | 16 | 4.88 | https://historicbridges.org/connecticut/mainstreet/little_pict6038_small.jpg | https://historicbridges.org/connecticut/mainstreet/little_pict6038.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/mainstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.822290,-72.498050 | |||||||||||||
| 2114 | Main Street Bridge | This bridge is one of only two truss bridges in the county and is a long, unaltered, and early example of its type. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Joliet Bridge and Iron Company of Joliet, Illinois. | 47.413870 | -88.297960 | Main Street | Eagle River | Eagle River | Keweenaw County, Michigan | Michigan | United States | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 1909 | 0 | Joliet Bridge and Iron Company of Joliet, Illinois | 6 | 7 | 80 | 24.38 | 92 | 28.04 | 18 | 5.49 | https://historicbridges.org/michigan/eaglerivermainstreet/little_eaglerivermainstreet_4297_small.jpg | https://historicbridges.org/michigan/eaglerivermainstreet/little_eaglerivermainstreet_4297.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/eaglerivermainstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.413870,-88.297960 | ||||||||||||||
| 2115 | Main Street Sidewalk Bridge | This tiny bridge is an uncommon surviving example of a riveted small-scale pedestrian truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 42.909080 | -77.601990 | Main Street Sidewalk | Spring Brook | Lima | Livingston County, New York | New York | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/mainspringbrook/little_pedpony1_grey30_small.jpg | https://historicbridges.org/newyork/mainspringbrook/little_pedpony1_grey30.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/mainspringbrook/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.909080,-77.601990 | ||||||||||||||
| 2116 | Main Street Bridge | A rare and unusual example of a very small swing bridge, sadly this structure was rendered decorative in a severe alteration. The technical description of the main or most noteworthy span of the bridge is a 104 ft (31.7 m) metal rivet-connected Parker through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Boston Bridge Works of Boston, Massachusetts. | 42.841389 | -70.925556 | Main Street | Powwow River | Amesbury | Essex County, Massachusetts | Massachusetts | United States | Metal | Parker | Rivet-Connected | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 0 | 1 | 0 | 0 | 1891 | 1998 | Boston Bridge Works of Boston, Massachusetts | 7 | 8 | 104 | 31.7 | 110 | 33.53 | 22.3 | 6.8 | https://historicbridges.org/massachusetts/amesbury/little_img_1843_small.jpg | https://historicbridges.org/massachusetts/amesbury/little_img_1843.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/amesbury/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.841389,-70.925556 | |||||||||||||
| 2119 | Main Street Memorial Bridge | Elkhart County Bridge 381 | One of several remaining arch bridges in Elkhart. The technical description of the main or most noteworthy span of the bridge is a 92 ft (28.04 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 41.692270 | -85.975960 | Main Street | St. Joseph River | Elkhart | Elkhart County, Indiana | Indiana | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1927 | 1986 | Unknown | 6 | 6 | 92 | 28.04 | 298 | 90.83 | 59.7 | 18.2 | https://historicbridges.org/indiana/elkhartmain/little_mainstreetelkhart451_small.jpg | https://historicbridges.org/indiana/elkhartmain/little_mainstreetelkhart451.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/elkhartmain/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.692270,-85.975960 | ||||||||||||||
| 2120 | Main Street Bridge | This is a late example of a t-beam bridge with good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 59.7 ft (18.2 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Canonie Construction Company of South Haven, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 42.297520 | -85.170060 | Main Street | Kalamazoo River | Battle Creek | Calhoun County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | 1957 | 0 | Canonie Construction Company of South Haven, Michigan | Michigan State Highway Department | 1 | 2 | 59.7 | 18.2 | 119.8 | 36.52 | 24 | 7.32 | https://historicbridges.org/michigan/battlecreek/bkg_07photos018_small.jpg | https://historicbridges.org/michigan/battlecreek/07photos030.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/battlecreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.297520,-85.170060 | ||||||||||||||||
| 2121 | Main Street Bridge | This bridge has the least number of sides possible to still be considered a Polygonal Warren truss configuration. The technical description of the main or most noteworthy span of the bridge is a 120.7 ft (36.79 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 42.071260 | -76.046770 | Main Street | Big Choconut Creek | Vestal | Broome County, New York | New York | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 10 | 1 | 0 | 0 | 1929 | 1991 | American Bridge Company of New York, New York | 5 | 5 | 120.7 | 36.79 | 121.7 | 37.09 | 22 | 6.71 | https://historicbridges.org/newyork/vestalsouth/bkg_newyork535_small.jpg | https://historicbridges.org/newyork/vestalsouth/newyork1547.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/vestalsouth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.071260,-76.046770 | ||||||||||||||
| 2122 | Main Street Bridge | Welland Canal Bridge #19 | One of three movable heritage bridges in Port Colborne. The technical description of the main or most noteworthy span of the bridge is a metal through girder, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Unknown. | 42.901520 | -79.245320 | Main Street (RR-3) | Welland Canal | Port Colborne | Niagara Region, Ontario | Ontario | Canada | Metal | Through | Girder | Movable: Single Leaf Bascule | Rolling Lift | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/portcolbornekh3/little_p1420050_small.jpg | https://historicbridges.org/ontario/portcolbornekh3/little_p1420050.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/portcolbornekh3/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.901520,-79.245320 | ||||||||||||||
| 2124 | Main Street Bridge | This is a well-maintained example of a mid-20th Century steel stringer bridge. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 43.410850 | -84.607180 | Main Street | Pine River | St. Louis | Gratiot County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | 1955 | 0 | Unknown | 1 | 1 | 50 | 15.24 | 100 | 30.48 | 24 | 7.32 | https://historicbridges.org/michigan/stlouismain/little_p1360592_small.jpg | https://historicbridges.org/michigan/stlouismain/little_p1360592.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/stlouismain/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.410850,-84.607180 | |||||||||||||||||
| 2125 | Main Street Bridge | Bridge E-128 | One of the most bizarre and noteworthy of all the historic Erie Canal bridges. The technical description of the main or most noteworthy span of the bridge is a 138.8 ft (42.31 m) metal rivet-connected Polygonal Warren (No Verticals) pony truss, movable: vertical lift. The bridge was primarily built by Lackawanna Bridge Company of Buffalo, New York and H.S. Kerbaugh Inc. of Philadelphia, Pennsylvania. | 43.101620 | -77.441910 | Main Street (NY-250) | Erie Canal (New York State Barge Canal) | Fairport | Monroe County, New York | New York | United States | Metal | Polygonal Warren (No Verticals) | Rivet-Connected | Pony | Truss | Movable: Vertical Lift | 0 | 1 | 0 | 1 | 1914 | 2009 | Lackawanna Bridge Company of Buffalo, New York and H.S. Kerbaugh Inc. of Philadelphia, Pennsylvania | 8 | 8 | 138.8 | 42.31 | 159.8 | 48.71 | 36.7 | 11.19 | https://historicbridges.org/newyork/fairportmain/little_fairportmain05_small.jpg | https://historicbridges.org/newyork/fairportmain/little_fairportmain05.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/fairportmain/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.101620,-77.441910 | |||||||||||||
| 2126 | Main Street Culvert | One of two nearby early concrete cast-in-place culverts with good historic integrity and attractive railings. The technical description of the main or most noteworthy span of the bridge is a 13.8 ft (4.21 m) concrete culvert, fixed. The bridge was primarily built by W. H. Harvie and J. H. Frisinger. | 42.117220 | -86.449160 | Main Street (BL-94) | Ox Creek | Benton Harbor | Berrien County, Michigan | Michigan | United States | Concrete | Culvert | Fixed | 0 | 2 | 0 | 0 | 1949 | 0 | W. H. Harvie and J. H. Frisinger | 1 | 2 | 13.8 | 4.21 | 29 | 8.84 | 50 | 15.24 | https://historicbridges.org/michigan/bentonharbor/little_rpict206_small.jpg | https://historicbridges.org/michigan/bentonharbor/little_rpict206.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/bentonharbor/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.117220,-86.449160 | |||||||||||||||||
| 2127 | Main Street Overpass | This overpass reperesents its type effectively due to good integrity. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 40.883310 | -80.331950 | Abandoned Road | Main Street (PA-288) | Wampum | Lawrence County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1930 | 0 | Unknown | 4 | 5 | 50 | 15.24 | 50 | 15.24 | 19 | 5.79 | https://historicbridges.org/pennsylvania/wampumrr/swpenn073625_small.jpg | https://historicbridges.org/pennsylvania/wampumrr/swpenn073625.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/wampumrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.883310,-80.331950 | |||||||||||||||
| 2128 | Major Road Bridge | One of two rare examples of a pin-connected Warren truss in the county, bypassed and abandoned. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 43.047630 | -91.845060 | Major Road (Old Alignment) | Little Turkey River | Rural | Fayette County, Iowa | Iowa | United States | Metal | Warren | Pin-Connected | Through | Truss | Fixed | 6 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | Unknown | 8 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/iowa/major/little_dscf5715_small.jpg | https://historicbridges.org/iowa/major/little_dscf5715.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/major/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.047630,-91.845060 | |||||||||||
| 2129 | ! | Day Road Bridge | Majorsville Road Bridge | This beautiful historic bridge still stands in defiance of the industrial activity that has destroyed the surrounding natural landscape. The technical description of the main or most noteworthy span of the bridge is a 102 ft (31.09 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 39.962110 | -80.516540 | Majorsville Road (Day Road, PA-3001) | Enlow Fork Wheeling Creek | Rural | Greene County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1901 | 0 | Unknown | 7 | 7 | 102 | 31.09 | 104 | 31.7 | 14.8 | 4.51 | https://historicbridges.org/pennsylvania/majorsville/little_majorsville1224_small.jpg | https://historicbridges.org/pennsylvania/majorsville/little_majorsville1224.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/majorsville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.962110,-80.516540 | ||||||||||||
| 2130 | Malloryville Road Bridge | A small pony truss with an interesting builder. The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Good Roads Machinery Company of Marathon, New York. | 42.533940 | -76.310640 | Malloryville Road | Fall Creek | Rural | Tompkins County, New York | New York | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1915 | 1973 | Good Roads Machinery Company of Marathon, New York | 5 | 5 | 64 | 19.51 | 68 | 20.73 | 15.4 | 4.69 | https://historicbridges.org/newyork/malloryville/bkg_newyork652_small.jpg | https://historicbridges.org/newyork/malloryville/newyork1942.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/malloryville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.533940,-76.310640 | ||||||||||||||
| 2131 | Manchester Street Bridge | This attractive, relocated, and preserved bridge is extremely rare among Wisconsin bridges. The technical description of the main or most noteworthy span of the bridge is a 128 ft (39.01 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by Milwaukee Bridge and Iron Works of Milwaukee, Wisconsin. | 43.471120 | -89.756470 | Pedestrian Walkway | Baraboo River | Baraboo | Sauk County, Wisconsin | Wisconsin | United States | Metal | Camelback | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1884 | 1987 | Milwaukee Bridge and Iron Works of Milwaukee, Wisconsin | 7 | 8 | 128 | 39.01 | 129 | 39.32 | 13.7 | 4.18 | https://historicbridges.org/wisconsin/manchesterstreet/little_manchesterstreet6967_small.jpg | https://historicbridges.org/wisconsin/manchesterstreet/little_manchesterstreet6967.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/manchesterstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.471120,-89.756470 | ||||||||||||||
| 2132 | Manhattan Bridge | The companion bridge to Brooklyn Bridge, but in its own right one of the most beautiful and impressive bridges in the country. The technical description of the main or most noteworthy span of the bridge is a 1470 ft (448.06 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by Ryan-Parker Construction Company of New York, New York. The bridge was primarily designed by Gustav Lindenthal, Othniel Foster Nichols, and Leon Moisseiff. | 40.707090 | -73.990580 | Flatbush Avenue and New York City Subway | East River and Various Roads | New York | Brooklyn, New York and Manhattan, New York | New York | United States | Metal | Pony Truss Stiffening | Wire Cable | Suspension | Fixed | 0 | 3 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 0 | 20 | 1909 | 1990 | Ryan-Parker Construction Company of New York, New York | Gustav Lindenthal, Othniel Foster Nichols, and Leon Moisseiff | 10 | 10 | 1470 | 448.06 | 6855 | 2089.4 | 46 | 14.02 | https://historicbridges.org/newyork/manhattan/little_pict7458_small.jpg | https://historicbridges.org/newyork/manhattan/little_pict7458.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/manhattan/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.707090,-73.990580 | ||||||||
| 2133 | Manistee River Railroad Bridge | This truss bridge has some unusual details and appears to be a fairly old example of a railroad truss bridge. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 44.263724 | -86.306075 | Railroad (Marquette Rail) | Manistee River | Near Manistee | Manistee County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 6 | 0 | 0 | Unknown | 7 | 8 | 110 | 33.53 | 110 | 33.53 | 188 | 57.3 | https://historicbridges.org/michigan/manisteerr/little_x-brg_1484_small.jpg | https://historicbridges.org/michigan/manisteerr/little_x-brg_1484.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/manisteerr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.263724,-86.306075 | |||||||||||
| 2134 | ! | Manistee River Railroad Bridge | This is a large deck truss that is still in use by trains. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. | 44.497210 | -85.425650 | Railroad (Tuscola and Saginaw) | Manistee River | Rural | Wexford County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Deck | Truss | Fixed | 0 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 0 | 1898 | 0 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/wexfordrail/little_x-brg_0182_3_4vib_small.jpg | https://historicbridges.org/michigan/wexfordrail/little_x-brg_0182_3_4vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/wexfordrail/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.497210,-85.425650 | ||||||||||
| 2135 | Manistee Swing Bridge | This functioning plate girder swing bridge is an unusual sight in Michigan. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal Variable Depth deck girder, movable: swing, Bobtail. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. | 44.251650 | -86.317910 | Railroad (Marquette Rail) | Manistee River | Manistee | Manistee County, Michigan | Michigan | United States | Metal | Variable Depth | Deck | Girder | Movable: Swing | Bobtail | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 2 | 1939 | 0 | Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin | 6 | 7 | 100 | 30.48 | 312 | 95.1 | 0 | 0 | https://historicbridges.org/michigan/manisteeswing/little_manisteerrswingbridge25_small.jpg | https://historicbridges.org/michigan/manisteeswing/little_manisteerrswingbridge25.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/manisteeswing/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.251650,-86.317910 | ||||||||||
| 2136 | Manthey Road Bridge | The pin-connected through truss approach span on this bridge outshines its main bascule span. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Warren pony truss, movable: single leaf bascule, Strauss Trunnion. The bridge was primarily built by Unknown. | 37.785820 | -121.307060 | Manthey Road | San Joaquin River | Mossdale | San Joaquin County, California | California | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Movable: Single Leaf Bascule | Strauss Trunnion | 0 | 1 | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 8 | Continuous | 9 | 1926 | 0 | Unknown | 7 | 7 | 200 | 60.96 | 539 | 164.29 | 24.3 | 7.41 | https://historicbridges.org/california/mantheyroadbridge/little_day2_mantheyroadbridge01733_small.jpg | https://historicbridges.org/california/mantheyroadbridge/little_day2_mantheyroadbridge01733.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/mantheyroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.785820,-121.307060 | ||||||
| 2137 | Maple Avenue Railroad Bridge | Seeley Creek Railroad Bridge | A multi-span example of an uncommon truss configuration. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Lattice (Quadruple Warren) through truss, fixed. The bridge was primarily built by Unknown. | 42.049580 | -76.776880 | Railroad (Norfolk Southern) | Seeley Creek | Near Elmira | Chemung County, New York | New York | United States | Metal | Lattice (Quadruple Warren) | Rivet-Connected | Through | Truss | Fixed | 10 | 2 | 0 | 0 | 0 | 0 | Unknown | 8 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/mapleaverr/bkg_newyork004_small.jpg | https://historicbridges.org/newyork/mapleaverr/newyork0850.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/mapleaverr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.049580,-76.776880 | |||||||||||||
| 2138 | Maple City Drive Pedestrian Bridge | One of two unusual riveted pedestrian overpass bridges in the city. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 42.329890 | -77.663270 | Maple City Drive (NY-21 and NY-36) | Canacadea Creek | Hornell | Steuben County, New York | New York | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/maplecity/little_img_6102_small.jpg | https://historicbridges.org/newyork/maplecity/little_img_6102.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/maplecity/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.329890,-77.663270 | ||||||||||||||
| 2139 | Maple Grove Road Bridge | A small concrete arch bridge with altered railings. The technical description of the main or most noteworthy span of the bridge is a 55 ft (16.76 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Concrete Steel Bridge Company of Clarksburg, West Virginia. | 39.675550 | -79.171110 | Maple Grove Road | Casselman River | Casselman (Rural) | Garrett County, Maryland | Maryland | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1928 | 0 | Concrete Steel Bridge Company of Clarksburg, West Virginia | 5 | 5 | 55 | 16.76 | 57 | 17.37 | 11.5 | 3.51 | https://historicbridges.org/maryland/maplegrove/swpenn073051_small.jpg | https://historicbridges.org/maryland/maplegrove/swpenn073051.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/maplegrove/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.675550,-79.171110 | |||||||||||||||
| 2141 | Maple Ridge Road Bridge | This bridge is noted for its unusual railings which appear to be based off of a more common standard railing design in Michigan. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 46.100790 | -87.034910 | Maple Ridge Road (CR-432) | Rapid River | Rural | Delta County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1939 | 0 | Unknown | 2 | 3 | 60 | 18.29 | 67 | 20.42 | 20 | 6.1 | https://historicbridges.org/michigan/mapleridge/little_mapleridgeroad25_small.jpg | https://historicbridges.org/michigan/mapleridge/little_mapleridgeroad25.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/mapleridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.100790,-87.034910 | |||||||||||||||||
| 2142 | Maple Road Bridge | Foster Bridge | A beautifully restored truss bridge, retrofitted for 20 tons! The technical description of the main or most noteworthy span of the bridge is a 119.8 ft (36.52 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 42.317140 | -83.778020 | Maple Road | Huron River | Ann Arbor Township | Washtenaw County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | Wood | Slab | 0 | 2 | 0 | 2022 | Wrought Iron Bridge Company of Canton, Ohio | 7 | 7 | 119.8 | 36.52 | 150 | 45.72 | 16 | 4.88 | https://historicbridges.org/truss/maple/little_pict3123_small.jpg | https://historicbridges.org/truss/maple/little_pict3119.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/maple/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.317140,-83.778020 | |||||||||||
| 2143 | Maple Road Bridge | Iowa Bridge Number 185160 | A good representative example of a rural Iowa standard plan truss bridge. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 42.904390 | -94.207720 | 130th Avenue (Maple Road) | East Fork Des Moines River | Rural | Humboldt County, Iowa | Iowa | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 120 | 36.58 | 122 | 37.19 | 17 | 5.18 | https://historicbridges.org/iowa/130th/little_dscf6442_small.jpg | https://historicbridges.org/iowa/130th/little_dscf6442.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/130th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.904390,-94.207720 | |||||||||||||
| 2145 | Maple Avenue Bridge | One of two nearby through plate girders with beautiful railings. The technical description of the main or most noteworthy span of the bridge is a 71 ft (21.64 m) metal through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Sanitary District of Chicago. | 42.071200 | -87.686340 | Maple Avenue | North Shore Channel | Wilmette | Cook County, Illinois | Illinois | United States | Metal | Through | Girder | Fixed | 0 | 3 | 0 | 0 | 1909 | 0 | Unknown | Sanitary District of Chicago | 4 | 7 | 71 | 21.64 | 144 | 43.89 | 24 | 7.32 | https://historicbridges.org/illinois/maple/little_dscf2723_small.jpg | https://historicbridges.org/illinois/maple/little_dscf2723.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/maple/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.071200,-87.686340 | |||||||||||||||
| 2146 | Maple Street Bridge | A traditional but late example of a riveted deck plate girder bascule bridge. The technical description of the main or most noteworthy span of the bridge is a 126 ft (38.4 m) metal Variable Depth deck girder, movable: double leaf bascule. The bridge was primarily built by Brown Brothers of Lansing, Michigan. The bridge was primarily designed by Hazelet and Erdal of Chicago, Illinois. | 44.248330 | -86.323610 | Maple Street | Manistee River | Manistee | Manistee County, Michigan | Michigan | United States | Metal | Variable Depth | Deck | Girder | Movable: Double Leaf Bascule | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 1964 | 1993 | Brown Brothers of Lansing, Michigan | Hazelet and Erdal of Chicago, Illinois | 3 | 2 | 126 | 38.4 | 286 | 87.17 | 24 | 7.32 | https://historicbridges.org/michigan/manisteemaple/little_maplestmanisteer5_small.jpg | https://historicbridges.org/michigan/manisteemaple/little_maplestmanisteer5.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/manisteemaple/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.248330,-86.323610 | |||||||||||
| 2148 | Marathon Bridge | An attractive truss bridge forms the centerpiece of a small town. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by New York State Department of Public Works. | 42.440280 | -76.035560 | Main Street | Tioughnioga River | Marathon | Cortland County, New York | New York | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1932 | 1993 | Unknown | New York State Department of Public Works | 5 | 5 | 175 | 53.34 | 178.8 | 54.5 | 7.3 | 2.23 | https://historicbridges.org/newyork/marathon/bkg_newyork588_small.jpg | https://historicbridges.org/newyork/marathon/newyork1730.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/marathon/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.440280,-76.035560 | |||||||||||||
| 2150 | Marion Center Road Bridge | Morton Bridge, Allen County Bridge 290 | A rare example of a restored, skewed Whipple truss built by a local bridge company. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Western Bridge Works of Fort Wayne, Indiana. | 40.929780 | -85.055330 | Marion Center Road | St. Marys River | Rural | Allen County, Indiana | Indiana | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 14 | 1 | 0 | 0 | 1880 | 2005 | Western Bridge Works of Fort Wayne, Indiana | 8 | 8 | 175 | 53.34 | 176.8 | 53.89 | 15.4 | 4.69 | https://historicbridges.org/truss/marioncenter/little_marioncenter1842_small.jpg | https://historicbridges.org/truss/marioncenter/little_marioncenter1842.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/marioncenter/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.929780,-85.055330 | |||||||||||||
| 2151 | Maria Street Bridge | Bridge Number 24 | One of two excellent surviving examples of a plate girder swing bridge in Peterborough. The technical description of the main or most noteworthy span of the bridge is a metal through girder, movable: swing, Center Bearing Bobtail. The bridge was primarily built by Central Bridge and Engineering Company of Peterborough, Ontario. | 44.300960 | -78.303470 | Maria Street | Trent-Severn Waterway | Peterborough | Peterborough County, Ontario | Ontario | Canada | Metal | Through | Girder | Movable: Swing | Center Bearing Bobtail | 0 | 1 | 0 | 0 | 1897 | 0 | Central Bridge and Engineering Company of Peterborough, Ontario | 7 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/peterboroughmariastreet/little_p1590328_small.jpg | https://historicbridges.org/ontario/peterboroughmariastreet/little_p1590328.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/peterboroughmariastreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.300960,-78.303470 | ||||||||||||||
| 2152 | Marion Avenue Bridge | This is a very small stone arch bridge with a long history. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 42.471920 | -75.327170 | Marion Avenue (NY-51) | Dunderberg Creek | Gilbertsville | Otsego County, New York | New York | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1855 | 1904 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/gilbertsville/little_floodrepair1_small.jpg | https://historicbridges.org/newyork/gilbertsville/little_floodrepair1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/gilbertsville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.471920,-75.327170 | |||||||||||||||
| 2154 | Dunlap's Creek Bridge | Market Street Bridge | The first cast iron bridge in the US, this was a part of the Cumberland Road aka National Road! The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal (cast iron) Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily built by Vulcan Iron and Machine Works of Brownsville, Pennsylvania (John Snowden). The bridge was primarily designed by Richard Delafield, U.S. Army Corp of Engineers. | 40.021390 | -79.888220 | Market Street (Historic National Road) | Dunlaps Creek | Brownsville | Fayette County, Pennsylvania | Pennsylvania | United States | Metal (Cast Iron) | Solid Ribbed Spandrel Braced | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1839 | 1981 | Vulcan Iron and Machine Works of Brownsville, Pennsylvania (John Snowden) | Richard Delafield, U.S. Army Corp of Engineers | 10 | 10 | 80 | 24.38 | 84 | 25.6 | 23 | 7.01 | https://historicbridges.org/pennsylvania/marketstreet/bkg_swpenn28_small.jpg | https://historicbridges.org/pennsylvania/marketstreet/swpenn096.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/marketstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.021390,-79.888220 | |||||||||||||
| 2155 | Market Street Bridge | This mighty suspension bridge with tunnel-like through stiffening trusses was rehabilitated. The technical description of the main or most noteworthy span of the bridge is a 680 ft (207.26 m) metal through truss stiffening wire cable suspension, fixed. The bridge was primarily built by Ohio Steel Erection Company. The bridge was primarily designed by Edwin Kirtland Morse of Pittsburgh, Pennsylvania. | 40.358090 | -80.608690 | Market Street | Ohio River | Steubenville and East Steubenville | Jefferson County, Ohio and Brooke County, West Virginia | Ohio and West Virginia | United States | Metal | Through Truss Stiffening | Wire Cable | Suspension | Fixed | 0 | 3 | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 7 | 8 | 1905 | 1981 | Ohio Steel Erection Company | Edwin Kirtland Morse of Pittsburgh, Pennsylvania | 7 | 8 | 680 | 207.26 | 1794 | 546.81 | 20.7 | 6.31 | https://historicbridges.org/ohio/market/little_pict2602_small.jpg | https://historicbridges.org/ohio/market/little_pict2600.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/market/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.358090,-80.608690 | ||||||||
| 2156 | Market Street Bridge | This suprisingly well-maintained attractive bridge forms a lovely centerpiece for Cleafield. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by Pennsylvania State Highway Department. | 41.022060 | -78.441730 | Market Street (PA-1004) | West Branch Susquehanna River | Clearfield | Clearfield County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 2 | 0 | 0 | 1938 | 1994 | Bethlehem Steel Company of Bethlehem, Pennsylvania | Pennsylvania State Highway Department | 6 | 6 | 160 | 48.77 | 322 | 98.15 | 34.5 | 10.52 | https://historicbridges.org/pennsylvania/clearfield/little_pict8949_small.jpg | https://historicbridges.org/pennsylvania/clearfield/little_pict8949.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/clearfield/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.022060,-78.441730 | |||||||||||||
| 2159 | Marquette Park Eastern Golf Course Bridge | One of four attractive concrete girder bridges in Marquette Park that carries a park path. The technical description of the main or most noteworthy span of the bridge is a concrete through girder, fixed. The bridge was primarily built by Unknown. | 41.770100 | -87.704780 | Park Walkway | Marquette Park Lagoon | Chicago | Cook County, Illinois | Illinois | United States | Concrete | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/marquettegolfeast/little_p1270640_small.jpg | https://historicbridges.org/illinois/marquettegolfeast/little_p1270640.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/marquettegolfeast/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.770100,-87.704780 | ||||||||||||||||
| 2160 | Marquette Park North Bridge | One of four attractive concrete girder bridges in Marquette Park that carries a park path. The technical description of the main or most noteworthy span of the bridge is a concrete through girder, fixed. The bridge was primarily built by Unknown. | 41.769740 | -87.700780 | Park Walkway | Marquette Park Lagoon | Chicago | Cook County, Illinois | Illinois | United States | Concrete | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/marquetteparknorth/little_p1270677_small.jpg | https://historicbridges.org/illinois/marquetteparknorth/little_p1270677.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/marquetteparknorth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.769740,-87.700780 | ||||||||||||||||
| 2161 | Marquette Park South Bridge | One of four attractive concrete girder bridges in Marquette Park that carries a park path. The technical description of the main or most noteworthy span of the bridge is a concrete through girder, fixed. The bridge was primarily built by Unknown. | 41.766010 | -87.700570 | Park Walkway | Marquette Park Lagoon | Chicago | Cook County, Illinois | Illinois | United States | Concrete | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/marquetteparksouth/little_p1270761_small.jpg | https://historicbridges.org/illinois/marquetteparksouth/little_p1270761.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/marquetteparksouth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.766010,-87.700570 | ||||||||||||||||
| 2162 | Marquette Park Northeastern Bridge | One of two unusual Marquette Park bridges with stone abutments and a wooden span. The technical description of the main or most noteworthy span of the bridge is a wood stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 41.768920 | -87.696560 | Park Walkway | Marquette Park Lagoon | Chicago | Cook County, Illinois | Illinois | United States | Wood | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 2 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/marquettewoodnorth/little_p1270816_small.jpg | https://historicbridges.org/illinois/marquettewoodnorth/little_p1270816.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/marquettewoodnorth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.768920,-87.696560 | |||||||||||||||||
| 2163 | Marquette Park Southeastern Bridge | One of two unusual Marquette Park bridges with stone abutments and a wooden span. The technical description of the main or most noteworthy span of the bridge is a wood stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 41.767350 | -87.696530 | Park Walkway | Marquette Park Lagoon | Chicago | Cook County, Illinois | Illinois | United States | Wood | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 2 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/marquettewoodsouth/little_p1270833_small.jpg | https://historicbridges.org/illinois/marquettewoodsouth/little_p1270833.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/marquettewoodsouth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.767350,-87.696530 | |||||||||||||||||
| 2164 | Marquette Park Western Golf Course Bridge | One of four attractive concrete girder bridges in Marquette Park that carries a park path. The technical description of the main or most noteworthy span of the bridge is a concrete through girder, fixed. The bridge was primarily built by Unknown. | 41.769400 | -87.708000 | Park Walkway | Marquette Park Lagoon | Chicago | Cook County, Illinois | Illinois | United States | Concrete | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/marquettegolfwest/little_p1270721_small.jpg | https://historicbridges.org/illinois/marquettegolfwest/little_p1270721.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/marquettegolfwest/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.769400,-87.708000 | ||||||||||||||||
| 2165 | Marsh Road Bridge | A quaint little pony truss brings beauty to a rural road. The technical description of the main or most noteworthy span of the bridge is a 73.2 ft (22.31 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania. | 41.541000 | -80.128360 | Marsh Road (TR-574) | Conneaut Outlet | Rural | Crawford County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1890 | 1996 | Penn Bridge Company of Beaver Falls, Pennsylvania | 7 | 6 | 73.2 | 22.31 | 74.2 | 22.62 | 13 | 3.96 | https://historicbridges.org/truss/marsh/little_pict6492_small.jpg | https://historicbridges.org/truss/marsh/little_pict6492.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/marsh/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.541000,-80.128360 | ||||||||||||||
| 2167 | Marshall Avenue Rice Creek Bridge | A rare example of stone arch construction on a Michigan highway. The technical description of the main or most noteworthy span of the bridge is a 25 ft (7.62 m) stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 42.267270 | -84.954250 | Marshall Avenue | Rice Creek | Marshall | Calhoun County, Michigan | Michigan | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1899 | 1995 | Unknown | 5 | 7 | 25 | 7.62 | 82 | 24.99 | 30.8 | 9.39 | https://historicbridges.org/other/marshall/little_p1750348_small.jpg | https://historicbridges.org/other/marshall/little_p1750348.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/marshall/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.267270,-84.954250 | |||||||||||||||
| 2168 | Marshall Avenue Kalamazoo River Bridge | A very old concrete arch bridge with unusual railings in a pretty setting. The technical description of the main or most noteworthy span of the bridge is a 62 ft (18.9 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 42.261600 | -84.954150 | Marshall Avenue | Kalamazoo River | Marshall | Calhoun County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1910 | 0 | Unknown | 6 | 6 | 62 | 18.9 | 64 | 19.51 | 35 | 10.67 | https://historicbridges.org/other/marshall2/little_p1750220_small.jpg | https://historicbridges.org/other/marshall2/little_p1750220.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/marshall2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.261600,-84.954150 | |||||||||||||||
| 2169 | Marshalls Bridge | An example of a group of unusual bridges in the county that have a brick arch ring. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) stone and brick Segmental deck arch, fixed. The bridge was primarily built by P. J. McCormick and Son of West Chester, Pennsylvania. The bridge was primarily designed by Nathan R. Rambo. | 40.058130 | -75.751640 | Washington Road (PA-4006) | Culbertson Run | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Stone and Brick | Segmental | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1903 | 0 | P. J. McCormick and Son of West Chester, Pennsylvania | Nathan R. Rambo | 6 | 7 | 20 | 6.1 | 39 | 11.89 | 16 | 4.88 | https://historicbridges.org/pennsylvania/chester256marshalls/little_marshalls7_small.jpg | https://historicbridges.org/pennsylvania/chester256marshalls/little_marshalls7.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester256marshalls/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.058130,-75.751640 | ||||||||||||||
| 2174 | Marvin Ridge Road Bridge | This Merritt Parkway bridge is not historic and it replaced a previous historic Merritt Parkway bridge. The technical description of the main or most noteworthy span of the bridge is a 66.9 ft (20.39 m) non-historic, fixed. The bridge was primarily built by Unknown. | 41.127000 | -73.467510 | Marvin Ridge Road | Merritt Parkway (CT-15) | Norwalk | Fairfield County, Connecticut | Connecticut | United States | Non-Historic | Fixed | 0 | 1 | 0 | 0 | 1937 | 1989 | Unknown | 0 | 0 | 66.9 | 20.39 | 73.2 | 22.31 | 30 | 9.14 | https://historicbridges.org/connecticut/marvinridge/little_img_2194_small.jpg | https://historicbridges.org/connecticut/marvinridge/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/marvinridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.127000,-73.467510 | ||||||||||||||||||
| 2178 | Mason Railroad Bridge | This is a small stone arch bridge that is easy to view and photograph. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 42.580440 | -84.447410 | Railroad (Norfolk Southern) | Sycamore Creek | Mason | Ingham County, Michigan | Michigan | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 2 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/masonrr/bkg_hbmebridges188_small.jpg | https://historicbridges.org/michigan/masonrr/little_dscf7202.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/masonrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.580440,-84.447410 | |||||||||||||||
| 2180 | Masontown Railroad Overpass | This traditional structure is located in the shadow of the doomed Masontown Bridge. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 39.852010 | -79.925210 | Railroad (Norfolk Southern and CSX) | Unnamed Road | Near Masontown | Fayette County, Pennsylvania | Pennsylvania | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/masontownarch/bkg_swpenn0946_small.jpg | https://historicbridges.org/pennsylvania/masontownarch/swpenn071904.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/masontownarch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.852010,-79.925210 | |||||||||||||||
| 2181 | Masters Road Bridge | A 1930s depression relief funded bridge. The technical description of the main or most noteworthy span of the bridge is a 54.8 ft (16.7 m) metal stringer (multi-beam), fixed. The bridge was primarily built by J. H. Baker and Sons of Port Huron, Michigan. | 42.939980 | -82.830610 | Masters Road | Belle River | Rural | St. Clair County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1935 | 0 | J. H. Baker and Sons of Port Huron, Michigan | 3 | 4 | 54.8 | 16.7 | 57.7 | 17.59 | 20 | 6.1 | https://historicbridges.org/beam/masters/bkg_07hbme305_small.jpg | https://historicbridges.org/beam/masters/07hbme554.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=beam/masters/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.939980,-82.830610 | |||||||||||||||||
| 2182 | Maumee Street Bridge | This small arch bridge has lost its original railings, but the arch remains intact. The technical description of the main or most noteworthy span of the bridge is a 73.8 ft (22.49 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by E. C. Nolan and Son of Detroit, Michigan. | 41.899800 | -84.039740 | Maumee Street (US-223 BR) | South Branch River Raisin | Adrian | Lenawee County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1919 | 0 | E. C. Nolan and Son of Detroit, Michigan | 4 | 5 | 73.8 | 22.49 | 73.8 | 22.49 | 44 | 13.41 | https://historicbridges.org/michigan/maumeestreet/little_p1540372_small.jpg | https://historicbridges.org/michigan/maumeestreet/little_p1540372.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/maumeestreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.899800,-84.039740 | |||||||||||||||
| 2185 | Mayer Road Driveway Bridge | An attractive pony truss with riveted connections adds character to a driveway. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Joliet Bridge and Iron Company of Joliet, Illinois. | 42.925760 | -82.619790 | Private Driveway | Smiths Creek | Rural | St. Clair County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 3 | 1 | 0 | 0 | 1905 | 0 | Joliet Bridge and Iron Company of Joliet, Illinois | 5 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/truss/mayer/little_pict7584_small.jpg | https://historicbridges.org/truss/mayer/little_pict7584.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/mayer/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.925760,-82.619790 | ||||||||||||||
| 2186 | Mayor Aitken Drive Bridge | This is a small arch bridge with a very defined arch shape. The technical description of the main or most noteworthy span of the bridge is a 29 ft (8.84 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 39.436460 | -75.238390 | Mayor Aitken Drive | Sunset Lake Raceway | Bridgeton | Cumberland County, New Jersey | New Jersey | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1923 | 1980 | Unknown | 5 | 5 | 29 | 8.84 | 42 | 12.8 | 25.8 | 7.86 | https://historicbridges.org/newjersey/mayoraitkendrive/little_mayoraitkendrive003_small.jpg | https://historicbridges.org/newjersey/mayoraitkendrive/little_mayoraitkendrive003.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/mayoraitkendrive/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.436460,-75.238390 | |||||||||||||||
| 2187 | McAdam Road Bridge | This breathtaking bridge, tucked away in old Lake Huron dunes displays a rare truss configuration. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Unknown. | 43.081330 | -81.737380 | McAdam Road | Ausable River | Rural | Middlesex County, Ontario | Ontario | Canada | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/truss/mcadam/little_pict6021_small.jpg | https://historicbridges.org/truss/mcadam/little_pict6021.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/mcadam/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.081330,-81.737380 | ||||||||||||||
| 2188 | ! | McCabe Road Bridge | A rare example of a highway plate girder, the existing bridge was constructed in 1953 reusing 1930 plate girders. The technical description of the main or most noteworthy span of the bridge is a 53.8 ft (16.4 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 42.483120 | -83.742110 | McCabe Road | Huron River | Rural | Livingston County, Michigan | Michigan | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1930 | 1953 | Unknown | 3 | 6 | 53.8 | 16.4 | 55.8 | 17.01 | 19 | 5.79 | https://historicbridges.org/other/mccabe/little_p1370212_3_4_smoothed_small.jpg | https://historicbridges.org/other/mccabe/little_p1370212_3_4_smoothed.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/mccabe/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.483120,-83.742110 | |||||||||||||||
| 2189 | McCamly Street Bridge | This is one of the oldest concrete arch bridges in Michigan and was recently restored. The technical description of the main or most noteworthy span of the bridge is a 59.7 ft (18.2 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 42.321590 | -85.183070 | McCamly Street | Battle Creek River | Battle Creek | Calhoun County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1904 | 2006 | Unknown | 4 | 5 | 59.7 | 18.2 | 119.8 | 36.52 | 42 | 12.8 | https://historicbridges.org/other/mccamly/bridge050_small.jpg | https://historicbridges.org/other/mccamly/07hbme020.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/mccamly/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.321590,-85.183070 | |||||||||||||||
| 2190 | McAlpin Road Private Bridge | This small bridge is threatened by a collapsing abutment that has tipped forward by nearly a foot. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. | 43.698720 | -83.343690 | Private Drive | Columbia Drain | Rural | Huron County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 2 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/mcalpin/little_pict8484_small.jpg | https://historicbridges.org/michigan/mcalpin/little_pict8484.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/mcalpin/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.698720,-83.343690 | ||||||||||||||
| 2192 | McArdle Roadway Viaduct | This beautiful bridge runs right up a hillside, and its trusses are visible from many parts of the city. The technical description of the main or most noteworthy span of the bridge is a 215 ft (65.53 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 40.427790 | -79.992900 | P.J. McArdle Roadway | Railroad (Norfolk Southern) | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 11 | 1933 | 1960 | Unknown | 5 | 7 | 215 | 65.53 | 548 | 167.03 | 27 | 8.23 | https://historicbridges.org/pennsylvania/mcardle/bkg_swpenn1102_small.jpg | https://historicbridges.org/pennsylvania/mcardle/swpenn072385.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/mcardle/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.427790,-79.992900 | |||||||||||
| 2193 | McCaffrey Bridge | Iowa Bridge Number 348840 | An attractive two-span truss bridge compliments its setting very well. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 43.410290 | -91.890510 | 244th Avenue | Upper Iowa River | Rural | Winneshiek County, Iowa | Iowa | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 2 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 1924 | 0 | Unknown | 6 | 6 | 100 | 30.48 | 248 | 75.59 | 15.1 | 4.6 | https://historicbridges.org/iowa/mccaffrey/little_img_1651_small.jpg | https://historicbridges.org/iowa/mccaffrey/little_dscf6122.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/mccaffrey/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.410290,-91.890510 | ||||||||||
| 2194 | McCaysville Railroad Bridge | A traditionally composed structure resting on a stone substructure. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 34.976520 | -84.359490 | Railroad (Georgia Northeastern) | Toccoa River and River Road | Near McCaysville | Fannin County, Georgia | Georgia | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 2 | 0 | 0 | 0 | 0 | Unknown | 5 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/georgia/mccaysvillerr/little_dsc_4794_small.jpg | https://historicbridges.org/georgia/mccaysvillerr/little_dsc_4794.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=georgia/mccaysvillerr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.976520,-84.359490 | ||||||||||||||
| 2196 | McCloud Nature Park Bridge | Pulaski County Bridge 15 | This early example of a truss bridge with bolted connections was relocated and preserved! The technical description of the main or most noteworthy span of the bridge is a 116 ft (35.36 m) metal bolt-connected Warren through truss, fixed. The bridge was primarily built by F. M. Williams Construction Company of Winamac, Indiana. | 39.832694 | -86.683895 | Park Trail | Big Walnut Creek | Rural | Hendricks County, Indiana | Indiana | United States | Metal | Warren | Bolt-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1913 | 2009 | F. M. Williams Construction Company of Winamac, Indiana | 7 | 6 | 116 | 35.36 | 120 | 36.58 | 14 | 4.27 | https://historicbridges.org/indiana/mccloud/little_dscf4934_small.jpg | https://historicbridges.org/indiana/mccloud/little_dscf4934.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/mccloud/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.832694,-86.683895 | |||||||||||||
| 2198 | McCoy Road Bridge | Putnam County Bridge 73 | One of a couple otherwise rare examples of an early bolted connection truss bridge in Putnam County. The technical description of the main or most noteworthy span of the bridge is a 99.7 ft (30.39 m) metal bolt-connected Pratt through truss, fixed. The bridge was primarily built by Vincennes Bridge Company of Vincennes, Indiana. | 39.695880 | -86.784320 | CR-375 East (McCoy Road) | Clear Creek | Rural | Putnam County, Indiana | Indiana | United States | Metal | Pratt | Bolt-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1923 | 2003 | Vincennes Bridge Company of Vincennes, Indiana | 7 | 7 | 99.7 | 30.39 | 101.7 | 31 | 15.7 | 4.79 | https://historicbridges.org/indiana/putnam375e/little_dscf5083_small.jpg | https://historicbridges.org/indiana/putnam375e/little_dscf5083.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/putnam375e/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.695880,-86.784320 | |||||||||||||
| 2199 | McDonough Street Bridge | This is one of the very special bascule bridges in Joliet and is painted blue recently, suggesting these bridges are cared for. The technical description of the main or most noteworthy span of the bridge is a 174 ft (53.04 m) metal rivet-connected Pratt through truss, movable: double leaf bascule, Rolling Lift. The bridge was primarily built by Mississippi Valley Structural Steel Company. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. | 41.516350 | -88.088810 | McDonough Street (US-6 and US-52) | Des Plaines River | Joliet | Will County, Illinois | Illinois | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Movable: Double Leaf Bascule | Rolling Lift | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 5 | 1934 | 1987 | Mississippi Valley Structural Steel Company | Scherzer Rolling Lift Bridge Company of Chicago, Illinois | 7 | 6 | 174 | 53.04 | 407.8 | 124.3 | 22.6 | 6.89 | https://historicbridges.org/illinois/mcdonough/little_pict0659_small.jpg | https://historicbridges.org/illinois/mcdonough/little_pict0659.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/mcdonough/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.516350,-88.088810 | |||||||||
| 2200 | ! | McEwen Bridge | This attractive bridge serves a section of road that has been turned into a non-motorized trail. The technical description of the main or most noteworthy span of the bridge is a 62.3 ft (18.99 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Frank Barber of Toronto, Ontario. | 43.860430 | -79.666370 | Kirby Road | Humber River | Vaughan | York Region, Ontario | Ontario | Canada | Concrete | Rainbow | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1923 | 0 | Unknown | Frank Barber of Toronto, Ontario | 7 | 7 | 62.3 | 18.99 | 0 | 0 | 13 | 3.96 | https://historicbridges.org/ontario/mcewenbridgekirbyroad/little_p1580206_small.jpg | https://historicbridges.org/ontario/mcewenbridgekirbyroad/little_p1580206.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/mcewenbridgekirbyroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.860430,-79.666370 | |||||||||||||
| 2201 | McFarlane Street Bridge | Norwood Road Bridge Number 26 | This is a unique heritage bridge on the Trent-Severn Waterway as a high level fixed truss bridge. The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Central Bridge and Engineering Company of Peterborough, Ontario. | 44.314300 | -78.299910 | McFarlane Street (Norwood Road) | Trent-Severn Waterway | Peterborough | Peterborough County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 2008 | Central Bridge and Engineering Company of Peterborough, Ontario | 6 | 7 | 64 | 19.51 | 64 | 19.51 | 0 | 0 | https://historicbridges.org/ontario/peterboroughmcfarlanestreet/little_p1590155_small.jpg | https://historicbridges.org/ontario/peterboroughmcfarlanestreet/little_p1590155.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/peterboroughmcfarlanestreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.314300,-78.299910 | |||||||||||||
| 2203 | McDougal Line Bridge | An interesting bridge with good structural integrity and attractive railings. The technical description of the main or most noteworthy span of the bridge is a 34.4 ft (10.49 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. | 42.314980 | -82.321210 | McDougal Line | Government Drain Number 1 | Rural | Chatham-Kent Region, Ontario | Ontario | Canada | Concrete | T-Beam | Fixed | 0 | 2 | 0 | 0 | 1940 | 0 | Unknown | 3 | 4 | 34.4 | 10.49 | 72.2 | 22.01 | 23.6 | 7.19 | https://historicbridges.org/concrete/mcdougal/bkg_ontario26_small.jpg | https://historicbridges.org/concrete/mcdougal/ontario082.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/mcdougal/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.314980,-82.321210 | |||||||||||||||||
| 2204 | McGilvray Road Bridge Number 1 | This is one of five very unusual and highly significant patented bridges on McGilvray Road, today a hiking trail. The technical description of the main or most noteworthy span of the bridge is a 65.3 ft (19.9 m) metal pin-connected Bowstring pony truss, fixed. The bridge was primarily built by La Crosse Bridge and Steel Company of La Crosse, Wisconsin. The bridge was primarily designed by Charles M. Horton. | 44.020800 | -91.307810 | McGilvray Road | Black River Bottoms | Rural | La Crosse County, Wisconsin | Wisconsin | United States | Metal | Bowstring | Pin-Connected | Pony | Truss | Fixed | 5 | 2 | 0 | 0 | 1906 | 1997 | La Crosse Bridge and Steel Company of La Crosse, Wisconsin | Charles M. Horton | 9 | 9 | 65.3 | 19.9 | 134 | 40.84 | 17 | 5.18 | https://historicbridges.org/wisconsin/mcgilvrayroad1/little_sevenbridgesroad1773_small.jpg | https://historicbridges.org/wisconsin/mcgilvrayroad1/little_sevenbridgesroad1773.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/mcgilvrayroad1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.020800,-91.307810 | |||||||||||||
| 2205 | McGilvray Road Bridge Number 2 | This is one of five very unusual and highly significant patented bridges on McGilvray Road, today a hiking trail. The technical description of the main or most noteworthy span of the bridge is a 69.2 ft (21.09 m) metal pin-connected Bowstring pony truss, fixed. The bridge was primarily built by La Crosse Bridge and Steel Company of La Crosse, Wisconsin. The bridge was primarily designed by Charles M. Horton. | 44.021000 | -91.310610 | McGilvray Road | Black River Bottoms | Rural | La Crosse County, Wisconsin | Wisconsin | United States | Metal | Bowstring | Pin-Connected | Pony | Truss | Fixed | 5 | 2 | 0 | 0 | 1908 | 1997 | La Crosse Bridge and Steel Company of La Crosse, Wisconsin | Charles M. Horton | 9 | 9 | 69.2 | 21.09 | 141 | 42.98 | 17 | 5.18 | https://historicbridges.org/wisconsin/mcgilvrayroad2/little_sevenbridgesroad1820_small.jpg | https://historicbridges.org/wisconsin/mcgilvrayroad2/little_sevenbridgesroad1820.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/mcgilvrayroad2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.021000,-91.310610 | |||||||||||||
| 2206 | McGilvray Road Bridge Number 3 | This is one of five very unusual and highly significant patented bridges on McGilvray Road, today a hiking trail. The technical description of the main or most noteworthy span of the bridge is a 98 ft (29.87 m) metal pin-connected Bowstring pony truss, fixed. The bridge was primarily built by La Crosse Bridge and Steel Company of La Crosse, Wisconsin. The bridge was primarily designed by Charles M. Horton. | 44.021310 | -91.314360 | McGilvray Road | Black River Bottoms | Rural | La Crosse County, Wisconsin | Wisconsin | United States | Metal | Bowstring | Pin-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1905 | 1997 | La Crosse Bridge and Steel Company of La Crosse, Wisconsin | Charles M. Horton | 9 | 9 | 98 | 29.87 | 100 | 30.48 | 17 | 5.18 | https://historicbridges.org/wisconsin/mcgilvrayroad3/little_sevenbridgesroad1838_small.jpg | https://historicbridges.org/wisconsin/mcgilvrayroad3/little_sevenbridgesroad1838.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/mcgilvrayroad3/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.021310,-91.314360 | |||||||||||||
| 2207 | McGilvray Road Bridge Number 4 | This is one of five very unusual and highly significant patented bridges on McGilvray Road, today a hiking trail. The technical description of the main or most noteworthy span of the bridge is a 64.2 ft (19.57 m) metal pin-connected Bowstring pony truss, fixed. The bridge was primarily built by La Crosse Bridge and Steel Company of La Crosse, Wisconsin. The bridge was primarily designed by Charles M. Horton. | 44.023130 | -91.320570 | McGilvray Road | Black River Bottoms | Rural | La Crosse County, Wisconsin | Wisconsin | United States | Metal | Bowstring | Pin-Connected | Pony | Truss | Fixed | 5 | 2 | 0 | 0 | 1907 | 1997 | La Crosse Bridge and Steel Company of La Crosse, Wisconsin | Charles M. Horton | 9 | 9 | 64.2 | 19.57 | 131 | 39.93 | 17 | 5.18 | https://historicbridges.org/wisconsin/mcgilvrayroad4/little_sevenbridgesroad1886_small.jpg | https://historicbridges.org/wisconsin/mcgilvrayroad4/little_sevenbridgesroad1886.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/mcgilvrayroad4/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.023130,-91.320570 | |||||||||||||
| 2208 | McGilvray Road Bridge Number 5 | Relocated and preserved, this is one of six historic bridges on McGilvray Road, today a hiking trail. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Worden-Allen Company of Milwaukee, Wisconsin. | 44.023380 | -91.329070 | McGilvray Road | Black River Bottoms | Rural | La Crosse County, Wisconsin | Wisconsin | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1921 | 1997 | Worden-Allen Company of Milwaukee, Wisconsin | 6 | 6 | 60 | 18.29 | 60 | 18.29 | 17 | 5.18 | https://historicbridges.org/wisconsin/mcgilvrayroad5/little_sevenbridgesroad2036_small.jpg | https://historicbridges.org/wisconsin/mcgilvrayroad5/little_sevenbridgesroad2036.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/mcgilvrayroad5/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.023380,-91.329070 | ||||||||||||||
| 2209 | McGilvray Road Bridge Number 6 | This is one of five very unusual and highly significant patented bridges on McGilvray Road, today a hiking trail. The technical description of the main or most noteworthy span of the bridge is a 48 ft (14.63 m) metal pin-connected Bowstring pony truss, fixed. The bridge was primarily built by La Crosse Bridge and Steel Company of La Crosse, Wisconsin. The bridge was primarily designed by Charles M. Horton. | 44.024020 | -91.335680 | McGilvray Road | Black River Bottoms | Rural | La Crosse County, Wisconsin | Wisconsin | United States | Metal | Bowstring | Pin-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1905 | 1997 | La Crosse Bridge and Steel Company of La Crosse, Wisconsin | Charles M. Horton | 9 | 9 | 48 | 14.63 | 50 | 15.24 | 17 | 5.18 | https://historicbridges.org/wisconsin/mcgilvrayroad6/little_sevenbridgesroad2033_small.jpg | https://historicbridges.org/wisconsin/mcgilvrayroad6/little_sevenbridgesroad2033.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/mcgilvrayroad6/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.024020,-91.335680 | |||||||||||||
| 2210 | McIntyre Road Bridge | This is a tiny, but unaltered and nice looking stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a 18 ft (5.49 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Allegheny County Department of Public Works. | 40.623220 | -79.922460 | McIntyre Road (TR-618) | West Branch Deer Creek | Rural | Allegheny County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1900 | 0 | Unknown | Allegheny County Department of Public Works | 6 | 4 | 18 | 5.49 | 49 | 14.94 | 18 | 5.49 | https://historicbridges.org/pennsylvania/mcintireroad/little_mcintireroad0962_small.jpg | https://historicbridges.org/pennsylvania/mcintireroad/little_mcintireroad0962.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/mcintireroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.623220,-79.922460 | ||||||||||||||
| 2212 | McKinnon Road Bridge | This long abandoned bridge and road are hidden far within Minesing Wetlands Conservation Area The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is within Minesing Wetlands Conservation Area. Approach the bridge from the south. It is about 1.2 miles (2 kilometers) walk on a trail from the current northern drivable end of McKinnon Road. | 44.377530 | -79.884690 | McKinnon Road | Nottawasaga River | Rural | Simcoe County, Ontario | Ontario | Canada | This bridge is within Minesing Wetlands Conservation Area. Approach the bridge from the south. It is about 1.2 miles (2 kilometers) walk on a trail from the current northern drivable end of McKinnon Road. | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/mckinnon/little_3908655894_9a7f85ca9cmckinnonroadbridge_lookingeast_small.jpg | https://historicbridges.org/ontario/mckinnon/little_3908655894_9a7f85ca9cmckinnonroadbridge_lookingeast.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/mckinnon/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.377530,-79.884690 | |||||||||||||
| 2213 | McMillin Road Bridge | This early surviving Pratt truss bridge is tucked into an abruptly wooded setting next to extensive farmland. The technical description of the main or most noteworthy span of the bridge is a 56 ft (17.07 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. | 40.373650 | -82.811970 | McMillin Road (TR-215) | Big Walnut Creek | Rural | Morrow County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1884 | 1998 | Massillon Bridge Company of Massillon, Ohio | 7 | 6 | 56 | 17.07 | 58 | 17.68 | 11.8 | 3.6 | https://historicbridges.org/ohio/mcmillin5932378/little_mcmillin5932378_869_small.jpg | https://historicbridges.org/ohio/mcmillin5932378/little_mcmillin5932378_869.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/mcmillin5932378/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.373650,-82.811970 | ||||||||||||||
| 2214 | L | McNichols Road Bridge | 6 Mile Road Bridge | One of a handful of overpasses that were the last examples of an unusual variation of an attractive Michigan railing design. The technical description of the main or most noteworthy span of the bridge is a 53.8 ft (16.4 m) metal continuous stringer (multi-beam), fixed. The bridge was primarily built by Charles J. Rogers Construction Company. The bridge was primarily designed by Michigan State Highway Department. | 42.415540 | -83.218810 | McNichols Road (6 Mile Road) | Southfield Freeway (M-39) | Detroit | Wayne County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | Continuous | 2 | 0 | 0 | 1963 | 0 | Charles J. Rogers Construction Company | Michigan State Highway Department | 1 | 3 | 53.8 | 16.4 | 109 | 33.22 | 125 | 38.1 | https://historicbridges.org/michigan/southfield_mcnichols/little_dscf5331_small.jpg | https://historicbridges.org/michigan/southfield_mcnichols/little_dscf5331.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/southfield_mcnichols/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.415540,-83.218810 | |||||||||||||
| 2216 | Sponable Bridge | McKeown Road Bridge | The last public truss bridge in Barry County was restored and a park developed around it. The technical description of the main or most noteworthy span of the bridge is a 119 ft (36.27 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. | 42.615720 | -85.236300 | McKeown Road (Old Alignment) | Thornapple River | Rural | Barry County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1903 | 1975 | Massillon Bridge Company of Massillon, Ohio | 7 | 8 | 119 | 36.27 | 121 | 36.88 | 16.4 | 5 | https://historicbridges.org/truss/mckeown/bkg_spring06_41_small.jpg | https://historicbridges.org/truss/mckeown/spring06_146.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/mckeown/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.615720,-85.236300 | |||||||||||||
| 2217 | Meadow Run Road Bridge | This bridge is an excellent example of the York Bridge Company and it retains the unusual railings that the company used. The technical description of the main or most noteworthy span of the bridge is a 53.2 ft (16.22 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by York Bridge Company of York, Pennsylvania. | 39.840480 | -79.508290 | Meadow Run Road | Meadow Run | Rural | Fayette County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1904 | 0 | York Bridge Company of York, Pennsylvania | 6 | 6 | 53.2 | 16.22 | 56 | 17.07 | 13.8 | 4.21 | https://historicbridges.org/pennsylvania/meadowrunroad/little_meadowrunroad0909_small.jpg | https://historicbridges.org/pennsylvania/meadowrunroad/little_meadowrunroad0909.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/meadowrunroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.840480,-79.508290 | ||||||||||||||
| 2219 | Mead Road Bridge | This is a forgotten through truss that retains excellent historic integrity and appears to be the work of Massillon Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 98.8 ft (30.11 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. | 43.074230 | -84.413280 | Mead Road | Maple River | Rural | Clinton County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1907 | 0 | Massillon Bridge Company of Massillon, Ohio | 7 | 7 | 98.8 | 30.11 | 98.8 | 30.11 | 16 | 4.88 | https://historicbridges.org/truss/meadrd/1bkg_hbme_329_small.jpg | https://historicbridges.org/truss/meadrd/1hbme_736.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/meadrd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.074230,-84.413280 | ||||||||||||||
| 2222 | Meadowvale Road Bridge | This traditional riveted pony truss appears to have been galvanized some time ago. The technical description of the main or most noteworthy span of the bridge is a 83 ft (25.3 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 43.830400 | -79.180530 | Meadowvale Road | Little Rouge Creek | Toronto | Toronto City, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 83 | 25.3 | 83 | 25.3 | 0 | 0 | https://historicbridges.org/ontario/meadowvaleroad/little_p1590479_small.jpg | https://historicbridges.org/ontario/meadowvaleroad/little_p1590479.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/meadowvaleroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.830400,-79.180530 | ||||||||||||||
| 2223 | Mechanic Falls Bridge | This is an unusual continuous concrete variable depth slab bridge with good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) concrete continuous rigid-frame, fixed. The bridge was primarily built by Unknown. | 44.110960 | -70.391130 | ME-11 and ME-121 (Pleasant Street, Elm Street) | Little Androscoggin River | Mechanic Falls | Androscoggin County, Maine | Maine | United States | Concrete | Rigid-Frame | Fixed | 0 | Continuous | 1 | 0 | 0 | 1949 | 1984 | Unknown | 3 | 4 | 64 | 19.51 | 189 | 57.61 | 28 | 8.53 | https://historicbridges.org/maine/mechanicfalls/little_p1480194_small.jpg | https://historicbridges.org/maine/mechanicfalls/little_p1480194.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maine/mechanicfalls/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.110960,-70.391130 | ||||||||||||||||
| 2224 | Mechanic Falls Railroad Bridge | This is a rare example of a pin-connected truss bridge in Maine. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. | 44.109560 | -70.390790 | Railroad (St. Lawrence and Atlantic Railroad) | Little Androscoggin River | Mechanic Falls | Androscoggin County, Maine | Maine | United States | Metal | Pratt | Pin-Connected | Deck | Truss | Fixed | 7 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/maine/mechanicfallsrr/little_p1480215_small.jpg | https://historicbridges.org/maine/mechanicfallsrr/little_p1480215.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maine/mechanicfallsrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.109560,-70.390790 | ||||||||||||||
| 2225 | ! | Mechanic Street Railroad Overpass | One of two old and interesting plate girder railroad overpass bridges near downtown Jackson. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. | 42.249420 | -84.405930 | Mechanic Street | Railroad (Norfolk Southern and Amtrak) | Jackson | Jackson County, Michigan | Michigan | United States | Metal | Through | Girder | Fixed | 0 | 3 | 0 | 0 | 1901 | 0 | Unknown | 1 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/mechanic/little_dscf2474_small.jpg | https://historicbridges.org/michigan/mechanic/little_dscf2474.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/mechanic/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.249420,-84.405930 | |||||||||||||||
| 2226 | Meech Road Bridge | This is one of several small steel stringer bridges in this county that feature an unusual metal railing. The technical description of the main or most noteworthy span of the bridge is a 37.7 ft (11.49 m) metal stringer (multi-beam), fixed. The bridge was primarily built by E. C. Nolan and Son of Detroit, Michigan. | 42.631400 | -84.260860 | Meech Road | Doan Creek | Rural | Ingham County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1945 | 0 | E. C. Nolan and Son of Detroit, Michigan | 1 | 2 | 37.7 | 11.49 | 40 | 12.19 | 26 | 7.92 | https://historicbridges.org/michigan/meech/little_p1470258_small.jpg | https://historicbridges.org/michigan/meech/little_p1470258.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/meech/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.631400,-84.260860 | |||||||||||||||||
| 2227 | Mehring Way Railroad Overpass | A heavily skewed, large through truss overpass that is rare as a continuous truss. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal continuous rivet-connected Modified Warren (Subdivided) through truss, fixed. The bridge was primarily built by Unknown. | 39.097770 | -84.532160 | Railroad (CSX) | Mehring Way | Cincinnati | Hamilton County, Ohio | Ohio | United States | Metal | Modified Warren (Subdivided) | Rivet-Connected | Through | Truss | Fixed | 12 | Continuous | 2 | Metal | Deck | Girder | Fixed | 0 | 0 | 1931 | 0 | Unknown | 7 | 7 | 90 | 27.43 | 7440.3 | 2267.8 | 0 | 0 | https://historicbridges.org/ohio/mehring/little_pict1589_small.jpg | https://historicbridges.org/ohio/mehring/little_pict1589.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/mehring/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.097770,-84.532160 | |||||||||
| 2228 | Meighen Bridge | This Camelback truss is among the most impressive of the Fish Creek truss bridges, and retains good integrity. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by York Bridge Company of York, Pennsylvania. | 39.784140 | -80.719490 | CR-74 | Fish Creek | Meighen (Rural) | Marshall County, West Virginia | West Virginia | United States | Metal | Camelback | Pin-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1912 | 0 | York Bridge Company of York, Pennsylvania | 7 | 7 | 160 | 48.77 | 222 | 67.67 | 12.8 | 3.9 | https://historicbridges.org/wvirginia/meighen/07march1295_small.jpg | https://historicbridges.org/wvirginia/meighen/07march1295.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/meighen/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.784140,-80.719490 | |||||||||||
| 2229 | Meiss Road Bridge | This bridge is a reminder that Meiss Road once continued west of where it ends today. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. | 38.496680 | -121.200090 | Meiss Road (Abandoned Section) | Deer Creek Tributary | Rural | Sacramento County, California | California | United States | Concrete | Slab | Fixed | 0 | 3 | 0 | 0 | 0 | 0 | Unknown | 2 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/california/meissroadsloughhouse/little_day3_meissroadsloughhouse03253_small.jpg | https://historicbridges.org/california/meissroadsloughhouse/little_day3_meissroadsloughhouse03253.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/meissroadsloughhouse/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.496680,-121.200090 | |||||||||||||||||
| 2232 | Mendota Bridge | Fort Snelling - Mendota Bridge | Designed by a famous engineer, this was the longest concrete arch bridge in the world when completed. The technical description of the main or most noteworthy span of the bridge is a 304 ft (92.66 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Koss Construction Company of Des Moines, Iowa. The bridge was primarily designed by Claude Allen Porter Turner of Minneapolis, Minnesota. | 44.885410 | -93.173940 | MN-55 | Minnesota River | Mendota Heights | Dakota County, Minnesota | Minnesota | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 13 | Concrete | Slab | Fixed | 0 | 6 | 1926 | 1992 | Koss Construction Company of Des Moines, Iowa | Claude Allen Porter Turner of Minneapolis, Minnesota | 8 | 8 | 304 | 92.66 | 4119 | 1255.47 | 71 | 21.64 | https://historicbridges.org/minnesota/mendota/little_mendota1189_small.jpg | https://historicbridges.org/minnesota/mendota/little_mendota1189.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/mendota/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.885410,-93.173940 | ||||||||||
| 2233 | Menominee River Railroad Bridge | One of three nationally significant and rare bobtail swing bridges in the city. The technical description of the main or most noteworthy span of the bridge is a 203 ft (61.87 m) metal multiple-type-connected Warren through truss, movable: swing, Bobtail. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Charles Frederick Loweth. | 43.032400 | -87.911860 | Railroad (Canadian Pacific) | Menominee River | Milwaukee | Milwaukee County, Wisconsin | Wisconsin | United States | Metal | Warren | Multiple-Type-Connected | Through | Truss | Movable: Swing | Bobtail | 0 | 1 | 0 | 0 | 1904 | 0 | American Bridge Company of New York, New York | Charles Frederick Loweth | 9 | 8 | 203 | 61.87 | 227.5 | 69.34 | 0 | 0 | https://historicbridges.org/wisconsin/menominee/little_300_small.jpg | https://historicbridges.org/wisconsin/menominee/little_300.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/menominee/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.032400,-87.911860 | ||||||||||||
| 2234 | Menominee River Chicago NorthWestern Railroad Bridge | This bridge features an impressive design with two deck truss main spans. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Double-Intersection Warren deck truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 45.863310 | -88.084110 | Railroad (Rail-Trail) | Menominee River | Rural | Dickinson County, Michigan and Florence County, Wisconsin | Michigan and Wisconsin | United States | Metal | Double-Intersection Warren | Rivet-Connected | Deck | Truss | Fixed | 14 | 2 | Metal | Deck | Girder | Fixed | 0 | 2 | 1911 | 0 | American Bridge Company of New York, New York | 7 | 7 | 120 | 36.58 | 375 | 114.3 | 0 | 0 | https://historicbridges.org/wisconsin/menomineeriverchicagonorthwesternrr/little_menomineeriverchicagonorthwesternrr_2727_small.jpg | https://historicbridges.org/wisconsin/menomineeriverchicagonorthwesternrr/little_menomineeriverchicagonorthwesternrr_2727.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/menomineeriverchicagonorthwesternrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.863310,-88.084110 | ||||||||||
| 2235 | Burnham Bridge | Menominee River Canal Railroad Bridge | One of three nationally significant and rare bobtail swing bridges in the city. The technical description of the main or most noteworthy span of the bridge is a metal multiple-type-connected Warren through truss, movable: swing, Bobtail. The bridge was primarily built by American Bridge Company of New York, New York. | 43.027390 | -87.921750 | Railroad (Canadian Pacific) | Menominee River Canal | Milwaukee | Milwaukee County, Wisconsin | Wisconsin | United States | Metal | Warren | Multiple-Type-Connected | Through | Truss | Movable: Swing | Bobtail | 0 | 1 | 0 | 0 | 1903 | 0 | American Bridge Company of New York, New York | 9 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/wisconsin/menominee2/little_140_small.jpg | https://historicbridges.org/wisconsin/menominee2/little_140.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/menominee2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.027390,-87.921750 | ||||||||||||
| 2236 | Mercer's Bridge | With its paneled railings, this is an unaltered example of a 1920s reinforced concrete slab type bridge. The technical description of the main or most noteworthy span of the bridge is a 21 ft (6.4 m) concrete slab, fixed. The bridge was primarily built by Unknown. | 39.765150 | -75.806770 | Flint Hill Road | White Clay Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Concrete | Slab | Fixed | 0 | 2 | 0 | 0 | 1923 | 0 | Unknown | 1 | 1 | 21 | 6.4 | 46 | 14.02 | 17.7 | 5.39 | https://historicbridges.org/pennsylvania/bridge293mercers/little_bridge293mercers002_small.jpg | https://historicbridges.org/pennsylvania/bridge293mercers/little_bridge293mercers002.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge293mercers/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.765150,-75.806770 | |||||||||||||||||
| 2238 | Mercer Street Bridge | This massive-membered Parker bridge was repainted bright blue! The technical description of the main or most noteworthy span of the bridge is a 214 ft (65.23 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. | 41.632222 | -80.160833 | Mercer Street | French Creek | Meadville | Crawford County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1936 | 1984 | Unknown | Pennsylvania State Highway Department | 6 | 5 | 214 | 65.23 | 221 | 67.36 | 30 | 9.14 | https://historicbridges.org/pennsylvania/mercerstreet/little_pict7743_small.jpg | https://historicbridges.org/pennsylvania/mercerstreet/little_pict7743.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/mercerstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.632222,-80.160833 | |||||||||||||
| 2240 | Merchant Street Railroad Overpass | This is a small plate girder grade separation bridge. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. | 40.449870 | -80.008920 | Railroad (Norfolk Southern) | Merchant Street | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | Unknown | 1 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/merchant/little_p1220795_small.jpg | https://historicbridges.org/pennsylvania/merchant/little_p1220795.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/merchant/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.449870,-80.008920 | ||||||||||||||||
| 2241 | ! | Meridian Road Bridge | This bridge appears to be a metal stringer bridge with a concrete arch facade. The technical description of the main or most noteworthy span of the bridge is a 62 ft (18.9 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.135833 | -83.158333 | Meridian Road | Thorofare Canal | Grosse Ile | Wayne County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1929 | 0 | Unknown | 2 | 3 | 62 | 18.9 | 70 | 21.34 | 51.5 | 15.7 | https://historicbridges.org/michigan/meridian/little_dscf7877_small.jpg | https://historicbridges.org/michigan/meridian/little_dscf7879.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/meridian/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.135833,-83.158333 | ||||||||||||||||
| 2242 | Meridian Street Bridge | Portland Arch | This is the only example of a rainbow arch in the entire state of Indiana. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) concrete Rainbow through arch, fixed. The bridge was primarily built by I. E. Smith of Richmond, Indiana. The bridge was primarily designed by O. O. Clayton. | 40.430840 | -84.977810 | Meridian Street (US-27) | Salamonie River | Portland | Jay County, Indiana | Indiana | United States | Concrete | Rainbow | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1914 | 1997 | I. E. Smith of Richmond, Indiana | O. O. Clayton | 7 | 9 | 110 | 33.53 | 119.4 | 36.39 | 29 | 8.84 | https://historicbridges.org/indiana/meridianstreetbridge/little_meridianstreetbridge1981_small.jpg | https://historicbridges.org/indiana/meridianstreetbridge/little_meridianstreetbridge1981.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/meridianstreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.430840,-84.977810 | |||||||||||||
| 2243 | Merlin Road Bridge | Wells Bridge | This is a very tiny stone arch bridge in excellent condition. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by John S. Wells. | 40.082930 | -75.587250 | Merlin Road | Pigeon Run | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1908 | 0 | John S. Wells | 5 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/wells/little_wellsbridge5_small.jpg | https://historicbridges.org/pennsylvania/wells/little_wellsbridge5.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/wells/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.082930,-75.587250 | ||||||||||||||
| 2245 | Merriam Street Bridge | Broadway Bridge Span | The trusses from a single span of a multi-span truss bridge were moved here and used as decorations on a modern bridge. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 44.985890 | -93.259460 | Merriam Street | Mississippi River (East Channel) | Minneapolis | Hennepin County, Minnesota | Minnesota | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1887 | 1985 | King Bridge Company of Cleveland, Ohio | 7 | 7 | 200 | 60.96 | 256.6 | 78.21 | 34 | 10.36 | https://historicbridges.org/minnesota/merriamstreet/little_merriamstreet4582_small.jpg | https://historicbridges.org/minnesota/merriamstreet/little_merriamstreet4582.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/merriamstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.985890,-93.259460 | ||||||||||
| 2246 | Merrick Street Bridge | One of only two concrete through arch bridges in Michigan, this traditional rainbow arch style bridge was restored. The technical description of the main or most noteworthy span of the bridge is a 65.6 ft (19.99 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Jack Lemon. | 41.894580 | -84.047200 | Merrick Street | South Branch River Raisin | Adrian | Lenawee County, Michigan | Michigan | United States | Concrete | Rainbow | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1926 | 2001 | Jack Lemon | 5 | 5 | 65.6 | 19.99 | 92 | 28.04 | 23 | 7.01 | https://historicbridges.org/concrete/merrick/little_merrickstbridge4-6-12_3093_small.jpg | https://historicbridges.org/concrete/merrick/little_merrickstbridge4-6-12_3093.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/merrick/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.894580,-84.047200 | |||||||||||||||
| 2247 | Merrickville Railway Bridge | This wide double track railway bridge is noted for its distinctive portal. The technical description of the main or most noteworthy span of the bridge is a 155 ft (47.24 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 44.921660 | -75.830860 | Railroad (Canadian Pacific) | Rideau River (Rideau Canal) | Merrickville | Leeds and Grenville United Counties, Ontario | Ontario | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | Metal | Deck | Girder | Fixed | 0 | 6 | 0 | 0 | Unknown | 6 | 7 | 155 | 47.24 | 695 | 211.84 | 0 | 0 | https://historicbridges.org/ontario/merrickvillerailway/little_merrickvillerailway2582_small.jpg | https://historicbridges.org/ontario/merrickvillerailway/little_merrickvillerailway2582.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/merrickvillerailway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.921660,-75.830860 | ||||||||||
| 2248 | Merriman Road Bridge | One of the unusual cantilevered arch bridges of Wayne County, this example lacks a suspended span. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) concrete cantilever Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 42.288770 | -83.348880 | Merriman Road | Lower River Rouge | Westland | Wayne County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | Cantilever | 0 | 0 | 0 | 1929 | 0 | Unknown | 6 | 6 | 105 | 32 | 105 | 32 | 46 | 14.02 | https://historicbridges.org/michigan/merriman/little_p1370691_2_3_fused_small.jpg | https://historicbridges.org/michigan/merriman/little_p1370691_2_3_fused.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/merriman/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.288770,-83.348880 | ||||||||||||||
| 2249 | ! | Merriman Road Hines Drive Bridge | One of the later examples of a Wayne County rigid-frame bridge. The technical description of the main or most noteworthy span of the bridge is a 66 ft (20.12 m) concrete rigid-frame, fixed. The bridge was primarily built by W. H. Harvie. | 42.340060 | -83.350140 | Merriman Road | Hines Drive | Westland | Wayne County, Michigan | Michigan | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1951 | 0 | W. H. Harvie | 2 | 3 | 66 | 20.12 | 72.8 | 22.19 | 48 | 14.63 | https://historicbridges.org/michigan/hinesmerriman/little_dscf5638_small.jpg | https://historicbridges.org/michigan/hinesmerriman/little_dscf5638.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/hinesmerriman/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.340060,-83.350140 | ||||||||||||||||
| 2251 | Merwins Lane Bridge | One of the individually unique and beautiful bridges crossing one of the most important historic highways in the country. The technical description of the main or most noteworthy span of the bridge is a 34 ft (10.36 m) concrete rigid-frame, fixed. The bridge was primarily built by Peter Mitchell Construction Company of Greenwich, Connecticut. | 41.180200 | -73.312920 | Merwins Lane | Merritt Parkway (CT-15) | Fairfield | Fairfield County, Connecticut | Connecticut | United States | Concrete | Rigid-Frame | Fixed | 0 | 2 | 0 | 0 | 1940 | 1988 | Peter Mitchell Construction Company of Greenwich, Connecticut | 6 | 6 | 34 | 10.36 | 155 | 47.24 | 30 | 9.14 | https://historicbridges.org/connecticut/merwins/little_img_2296_small.jpg | https://historicbridges.org/connecticut/merwins/little_img_2296.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/merwins/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.180200,-73.312920 | |||||||||||||||||
| 2256 | Metro North Bridge | New York, New Haven and Harford Railroad Bridge | One of the individually unique and beautiful bridges crossing one of the most important historic highways in the country. The technical description of the main or most noteworthy span of the bridge is a 32.2 ft (9.81 m) concrete rigid-frame, fixed. The bridge was primarily built by Paul Bacco Construction Company of Stamford, Connecticut. | 41.117050 | -73.497940 | Railroad (Metro North) | Merritt Parkway (CT-15) | Talmadge Hill | Fairfield County, Connecticut | Connecticut | United States | Concrete | Rigid-Frame | Fixed | 0 | 2 | 0 | 0 | 1937 | 0 | Paul Bacco Construction Company of Stamford, Connecticut | 6 | 6 | 32.2 | 9.81 | 77 | 23.47 | 16 | 4.88 | https://historicbridges.org/connecticut/metronorth/little_img_2171_small.jpg | https://historicbridges.org/connecticut/metronorth/little_img_2171.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/metronorth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.117050,-73.497940 | ||||||||||||||||
| 2257 | Metropolis Bridge | This bridge set a world record for the longest simple truss span ever built, and today this span remains among the longest! The technical description of the main or most noteworthy span of the bridge is a 720 ft (219.46 m) metal multiple-type-connected Pennsylvania through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Ralph Modjeski. | 37.144680 | -88.742200 | Railroad (Canadian National) | Ohio River and Various Streets | Metropolis | Massac County, Illinois and McCracken County, Kentucky | Illinois | United States | Metal | Pennsylvania | Multiple-Type-Connected | Through | Truss | Fixed | 20 | 5 | Metal | Pratt | Multiple-Type-Connected | Deck | Truss | Fixed | 8 | 0 | 1917 | 0 | American Bridge Company of New York, New York | Ralph Modjeski | 10 | 10 | 720 | 219.46 | 5700.5 | 1737.51 | 37 | 11.28 | https://historicbridges.org/illinois/metropolis/little_metropolis2970_small.jpg | https://historicbridges.org/illinois/metropolis/little_metropolis2970.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/metropolis/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.144680,-88.742200 | |||||||
| 2258 | Meyersdale Railroad Bridge | This bridge features especially attractive design as well as some interesting details. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 39.816740 | -79.033630 | Railroad | Casselman River | Meyersdale | Somerset County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/meyersdalerr/bkg_swpenn1223_small.jpg | https://historicbridges.org/pennsylvania/meyersdalerr/swpenn072763.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/meyersdalerr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.816740,-79.033630 | ||||||||||||||
| 2260 | Michigamme River Railroad Bridge | A heavy, traditionally composed example of a railroad deck truss. The technical description of the main or most noteworthy span of the bridge is a 106 ft (32.31 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 46.245850 | -88.013260 | Railroad (Soo Line) | Michigamme River | Rural | Dickinson County, Michigan | Michigan | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 10 | 1 | 0 | 0 | 1902 | 0 | Unknown | 6 | 7 | 106 | 32.31 | 106 | 32.31 | 0 | 0 | https://historicbridges.org/michigan/michigammeriverrr/little_michigammeriverrr_5192_small.jpg | https://historicbridges.org/michigan/michigammeriverrr/little_michigammeriverrr_5192.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/michigammeriverrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.245850,-88.013260 | ||||||||||||||
| 2263 | Michigan Avenue Bridge | This bridge is significant as a very early surviving concrete arch bridge in Michigan. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 42.241030 | -83.611780 | Michigan Avenue (M-17, US-12 Business) | Huron River | Ypsilanti | Washtenaw County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1912 | 0 | Unknown | 3 | 6 | 105 | 32 | 105 | 32 | 66 | 20.12 | https://historicbridges.org/michigan/michiganypsi/little_p1130313_small.jpg | https://historicbridges.org/michigan/michiganypsi/little_p1130313.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/michiganypsi/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.241030,-83.611780 | |||||||||||||||
| 2265 | Michigan Avenue Railroad Overpass | M-43 Railroad Overpass | This attractive railroad bridge is an oasis of beauty in a city of modern bridges. The technical description of the main or most noteworthy span of the bridge is a 76.8 ft (23.41 m) metal through girder, fixed. The bridge was primarily built by W. J. Storen Company of Detroit, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 42.295640 | -85.568750 | Railroad (Norfolk Southern and Amtrak) | Michigan Avenue (M-43) | Kalamazoo | Kalamazoo County, Michigan | Michigan | United States | Metal | Through | Girder | Fixed | 0 | 1 | Concrete | Slab | Fixed | 0 | 2 | 1937 | 0 | W. J. Storen Company of Detroit, Michigan | Michigan State Highway Department | 3 | 6 | 76.8 | 23.41 | 0 | 0 | 0 | 0 | https://historicbridges.org/other/michiganave/little_pict3498_small.jpg | https://historicbridges.org/other/michiganave/little_pict3498.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/michiganave/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.295640,-85.568750 | |||||||||||
| 2267 | Michigan Railway Grand River Bridge | This former swing railroad bridge that has not swung for decades is today a rail-trail. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal deck girder, movable: swing, Center Pier. The bridge was primarily built by Toledo Bridge and Crane Company of Toledo, Ohio. | 42.953453 | -85.686483 | Railroad (Rail-Trail) | Grand River | Grand Rapids | Kent County, Michigan | Michigan | United States | Metal | Deck | Girder | Movable: Swing | Center Pier | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 3 | 1914 | 0 | Toledo Bridge and Crane Company of Toledo, Ohio | 2 | 4 | 200 | 60.96 | 680 | 207.26 | 12 | 3.66 | https://historicbridges.org/michigan/grandplate/little_michiganrailway28_small.jpg | https://historicbridges.org/michigan/grandplate/little_michiganrailway85.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/grandplate/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.953453,-85.686483 | |||||||||||
| 2268 | Michigan Street Bridge | Leeper Bridge | This is a very ornate bridge, with extensive decorations and architecture. The technical description of the main or most noteworthy span of the bridge is a 119.8 ft (36.52 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Kuert Contracting Company of Indianapolis, Indiana. The bridge was primarily designed by Charles W. Cole. | 41.688060 | -86.250570 | Michigan Street (IN-933) | St. Joseph River | South Bend | St. Joseph County, Indiana | Indiana | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1914 | 2006 | Kuert Contracting Company of Indianapolis, Indiana | Charles W. Cole | 7 | 7 | 119.8 | 36.52 | 323 | 98.45 | 54.8 | 16.7 | https://historicbridges.org/indiana/michigan/little_p1810079_small.jpg | https://historicbridges.org/indiana/michigan/little_p1810079.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/michigan/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.688060,-86.250570 | |||||||||||||
| 2269 | Michigan Street Bridge | Marshall County Bridge 226 | This concrete arch bridge is one of three in Plymouth and was tastefully rehabilitated in 2008. The technical description of the main or most noteworthy span of the bridge is a 63 ft (19.2 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 41.339500 | -86.308880 | Michigan Street | Yellow River | Plymouth | Marshall County, Indiana | Indiana | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1917 | 2008 | Unknown | 4 | 5 | 63 | 19.2 | 123 | 37.49 | 58 | 17.68 | https://historicbridges.org/indiana/plymouthmichigan/little_p1380569_small.jpg | https://historicbridges.org/indiana/plymouthmichigan/little_p1380569.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/plymouthmichigan/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.339500,-86.308880 | ||||||||||||||
| 2271 | Middle Road Bridge | Sherway Drive Bridge | One of the first of its style ever built, this unique bridge has aspects of both a truss and an arch bridge. The technical description of the main or most noteworthy span of the bridge is a concrete Rainbow through arch, fixed. The bridge was primarily built by O.L. Hicks of Humber Bay, Ontario. The bridge was primarily designed by Frank Barber of Toronto, Ontario. | 43.607060 | -79.564490 | Sherway Drive (Former Middle Road) | Etobicoke Creek | Mississauga and Toronto | Peel Region, Ontario and Toronto City, Ontario | Ontario | Canada | Concrete | Rainbow | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1909 | 0 | O.L. Hicks of Humber Bay, Ontario | Frank Barber of Toronto, Ontario | 9 | 10 | 0 | 0 | 85.6 | 26.09 | 14 | 4.27 | https://historicbridges.org/ontario/middleroadsherwaydrive/little_p1590658_small.jpg | https://historicbridges.org/ontario/middleroadsherwaydrive/little_p1590658.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/middleroadsherwaydrive/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.607060,-79.564490 | |||||||||||||
| 2272 | Middlebelt Road Bridge | One of two rigid frame bridges in this area designed to cross both Hines Drive and the river. The technical description of the main or most noteworthy span of the bridge is a 67 ft (20.42 m) concrete continuous rigid-frame, fixed. The bridge was primarily built by Louis Caravaglia. | 42.343490 | -83.331770 | Middlebelt Road | Hines Drive and Middle River Rouge | Westland | Wayne County, Michigan | Michigan | United States | Concrete | Rigid-Frame | Fixed | 0 | Continuous | 2 | 0 | 0 | 1953 | 0 | Louis Caravaglia | 2 | 3 | 67 | 20.42 | 140 | 42.67 | 48 | 14.63 | https://historicbridges.org/michigan/hinesmiddlebelt/little_dscf5627_small.jpg | https://historicbridges.org/michigan/hinesmiddlebelt/little_dscf5627.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/hinesmiddlebelt/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.343490,-83.331770 | ||||||||||||||||
| 2273 | Middlebury Street Bridge | Elkhart County Bridge 371 | This concrete arch bridge has lost its original railings. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Bontrager Construction Company. The bridge was primarily designed by William S. Moore. | 41.681210 | -85.956690 | Middlebury Street | Elkhart River | Elkhart | Elkhart County, Indiana | Indiana | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1931 | 1985 | Bontrager Construction Company | William S. Moore | 5 | 5 | 50 | 15.24 | 160 | 48.77 | 42 | 12.8 | https://historicbridges.org/other/middlebury/little_middlebury314_5_6vib_small.jpg | https://historicbridges.org/other/middlebury/little_middlebury314_5_6vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/middlebury/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.681210,-85.956690 | |||||||||||||
| 2274 | Middleport Bridge | Bridge E-216 | This lift bridge serves as a historic and functional centerpiece for Middleport. The technical description of the main or most noteworthy span of the bridge is a 114 ft (34.75 m) metal rivet-connected Warren (No Verticals) pony truss, movable: vertical lift. The bridge was primarily built by McMyler-Interstate Company of Cleveland, Ohio and W.S. Cooper Company of Cleveland, Ohio. The bridge was primarily designed by Lupfer and Remick of Buffalo, New York. | 43.212770 | -78.476380 | NY-271 (Main Street) | Erie Canal (New York State Barge Canal) | Middleport | Niagara County, New York | New York | United States | Metal | Warren (No Verticals) | Rivet-Connected | Pony | Truss | Movable: Vertical Lift | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1915 | 1996 | McMyler-Interstate Company of Cleveland, Ohio and W.S. Cooper Company of Cleveland, Ohio | Lupfer and Remick of Buffalo, New York | 8 | 7 | 114 | 34.75 | 142 | 43.28 | 23.6 | 7.19 | https://historicbridges.org/newyork/middleport/little_liftbr084_small.jpg | https://historicbridges.org/newyork/middleport/little_liftbr084.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/middleport/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.212770,-78.476380 | |||||||||
| 2275 | Middletown Line Bridge | This pony truss is noted for its extremely lightweight truss members. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. | 42.897227 | -80.619337 | Middletown Line | Big Otter Creek | Rural | Oxford County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1900 | 0 | Hamilton Bridge Company of Hamilton, Ontario | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/middletown/little_middletownline03_small.jpg | https://historicbridges.org/ontario/middletown/little_middletownadd_brg_7907.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/middletown/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.897227,-80.619337 | ||||||||||||||
| 2279 | Milan Oakville Road Bridge | This overpass predates the freeway it crosses and is also noted for its good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 79.7 ft (24.29 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Johnson-Greene Company. The bridge was primarily designed by Michigan State Highway Department. | 42.084160 | -83.671660 | Milan Oakville Road | US-23 | Milan | Monroe County, Michigan and Washtenaw County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 0 | 0 | 1950 | 0 | Johnson-Greene Company | Michigan State Highway Department | 1 | 2 | 79.7 | 24.29 | 143 | 43.59 | 28 | 8.53 | https://historicbridges.org/michigan/us23milanoakville/little_p1110088_small.jpg | https://historicbridges.org/michigan/us23milanoakville/little_p1110088.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/us23milanoakville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.084160,-83.671660 | ||||||||||||||||
| 2281 | Milford Bridge | This is an extremely unusual bridge with fascinating details and a mystery plaque. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Walker Brothers of Charles Town, West Virginia. Special note about bridge location: This bridge is located on private property and is not open to the public. | 39.954000 | -79.104950 | TR-486 (Private Road) | Coxes Creek | Rural (Milford) | Somerset County, Pennsylvania | Pennsylvania | United States | This bridge is located on private property and is not open to the public. | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1900 | 0 | Walker Brothers of Charles Town, West Virginia | 8 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/milford/bkg_swpenn1205_small.jpg | https://historicbridges.org/pennsylvania/milford/swpenn072706.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/milford/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.954000,-79.104950 | |||||||||||||
| 2284 | Mill Creek Railroad Bridge | This bridge is a rare surviving example of a bridge built by the Riverside Bridge Company. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Riverside Bridge Company of Martins Ferry, Ohio. Special note about bridge location: This privately owned bridge is located within private property and is not open to the public. | 39.175340 | -84.505220 | Railroad (Procter and Gamble Access) | Mill Creek | Cincinnati and St. Bernard | Hamilton County, Ohio | Ohio | United States | This privately owned bridge is located within private property and is not open to the public. | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1914 | 2011 | Riverside Bridge Company of Martins Ferry, Ohio | 7 | 7 | 0 | 0 | 140 | 42.67 | 15.7 | 4.79 | https://historicbridges.org/ohio/millcreek/little_7_small.jpg | https://historicbridges.org/ohio/millcreek/little_7.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/millcreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.175340,-84.505220 | |||||||||||||
| 2285 | Mill Creek Swinging Bridge | Although extensively altered, this is one of the few remaining of the unique Missouri swinging bridges. The technical description of the main or most noteworthy span of the bridge is a 96 ft (29.26 m) metal wire cable suspension, fixed. The bridge was primarily built by Joseph A. Dice. | 38.078270 | -92.524400 | Swinging Bridges Road | Mill Creek | Rural | Miller County, Missouri | Missouri | United States | Metal | Wire Cable | Suspension | Fixed | 0 | 3 | 0 | 0 | 1925 | 1978 | Joseph A. Dice | 4 | 4 | 96 | 29.26 | 134.8 | 41.09 | 11.2 | 3.41 | https://historicbridges.org/missouri/millcreek/little_dscf6327_small.jpg | https://historicbridges.org/missouri/millcreek/little_dscf6327.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/millcreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.078270,-92.524400 | ||||||||||||||||
| 2286 | Mill Creek Railroad Bridge | Pere Marquette Bridge P-71.0 | This fascinating bridge has an extremely rare fishbelly deck truss design and has a third truss line added in the center. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt deck truss, fixed. The bridge was primarily built by Detroit Bridge and Iron Works of Detroit, Michigan. | 43.042940 | -82.671400 | Railroad (Wadhams-Avoca Rail-Trail) | Mill Creek | Rural | St. Clair County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Deck | Truss | Fixed | 6 | 1 | Metal | Deck | Girder | Fixed | 0 | 0 | 1890 | 1904 | Detroit Bridge and Iron Works of Detroit, Michigan | 8 | 9 | 0 | 0 | 640 | 195.07 | 0 | 0 | https://historicbridges.org/truss/millcr/little_pict0098_small.jpg | https://historicbridges.org/truss/millcr/little_pict0098.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/millcr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.042940,-82.671400 | |||||||||
| 2289 | Mill Race Sidewalk Bridge | This tiny beam bridge is mainly interesting for having lattice railings, which speak to its older construction. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 43.259950 | -81.144180 | Sidewalk | Mill Race | St. Marys | Perth County, Ontario | Ontario | Canada | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/stmarys3/little_pict7327_small.jpg | https://historicbridges.org/ontario/stmarys3/little_pict7327.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/stmarys3/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.259950,-81.144180 | |||||||||||||||||
| 2291 | Mill Road Bridge | This small pony truss has an unusual design detail. The technical description of the main or most noteworthy span of the bridge is a 36 ft (10.97 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by John Denithorne and Sons of Phoenixville, Pennsylvania. | 40.070080 | -75.472480 | Mill Road (TR-540) | Valley Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1882 | 0 | John Denithorne and Sons of Phoenixville, Pennsylvania | 7 | 7 | 36 | 10.97 | 37 | 11.28 | 13 | 3.96 | https://historicbridges.org/pennsylvania/chester167rennardsmill/little_bridges018_small.jpg | https://historicbridges.org/pennsylvania/chester167rennardsmill/little_bridges018.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester167rennardsmill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.070080,-75.472480 | ||||||||||||||
| 2292 | Mill Road Bridge | This bridge has an attractive marble keystone and retains good overall historic integrity. The technical description of the main or most noteworthy span of the bridge is a 28 ft (8.53 m) stone Segmental deck arch, fixed. The bridge was primarily built by P. J. McCormick and Son of West Chester, Pennsylvania. The bridge was primarily designed by Nathan R. Rambo. | 40.067090 | -75.472070 | Mill Road | Valley Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1912 | 0 | P. J. McCormick and Son of West Chester, Pennsylvania | Nathan R. Rambo | 6 | 7 | 28 | 8.53 | 30 | 9.14 | 17.7 | 5.39 | https://historicbridges.org/pennsylvania/chester241cassatts/little_bridges033_small.jpg | https://historicbridges.org/pennsylvania/chester241cassatts/little_bridges033.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester241cassatts/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.067090,-75.472070 | ||||||||||||||
| 2293 | Mill Road Bridge | This truss bridge has been replaced with a stringer, and the truss lines were retained as decorations. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by John Denithorne and Sons of Phoenixville, Pennsylvania. | 39.858690 | -75.732170 | Mill Road (TR-402) | West Branch Red Clay Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1889 | 1992 | John Denithorne and Sons of Phoenixville, Pennsylvania | 6 | 6 | 60 | 18.29 | 60 | 18.29 | 13 | 3.96 | https://historicbridges.org/pennsylvania/chester65millroad/little_bridge6515_small.jpg | https://historicbridges.org/pennsylvania/chester65millroad/little_bridge6515.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester65millroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.858690,-75.732170 | ||||||||||||||
| 2294 | Mill Road Bridge | One of two large examples of a rare and beautiful bridge type in the county. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. | 41.937680 | -80.563470 | Mill Road | Conneaut Creek | Near Conneaut | Ashtabula County, Ohio | Ohio | United States | Concrete | Rainbow | Through | Arch | Fixed | 0 | 1 | Concrete | Slab | Fixed | 0 | 2 | 1925 | 0 | Unknown | 8 | 9 | 150 | 45.72 | 224 | 68.28 | 22.3 | 6.8 | https://historicbridges.org/ohio/millashtabula/bkg_swpenn1604_small.jpg | https://historicbridges.org/ohio/millashtabula/swpenn073994.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/millashtabula/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.937680,-80.563470 | ||||||||||||
| 2295 | Mill Road Bridge | This is a tiny bridge, but is highly significant for its unique, distinctive details. The technical description of the main or most noteworthy span of the bridge is a 16.5 ft (5.03 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. | 42.902600 | -77.764100 | Mill Road (Abandoned Segment) | Little Conesus Creek | Avon | Livingston County, New York | New York | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 2 | 1 | 0 | 0 | 0 | 0 | Unknown | 8 | 9 | 16.5 | 5.03 | 18 | 5.49 | 16.6 | 5.06 | https://historicbridges.org/newyork/avonmill/little_littleconesuscrk30_grey11_small.jpg | https://historicbridges.org/newyork/avonmill/little_littleconesuscrk30_grey11.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/avonmill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.902600,-77.764100 | ||||||||||||||
| 2297 | Mill Street Bridge | Raisin River Mill Bridge | A tiny multi-span concrete arch bridge was built with stones added to the outside for decoration. The technical description of the main or most noteworthy span of the bridge is a 7.9 ft (2.41 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 42.110050 | -84.245800 | Mill Street | South Branch River Raisin | Brooklyn | Jackson County, Michigan | Michigan | United States | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1925 | 1984 | Unknown | 3 | 6 | 7.9 | 2.41 | 34.8 | 10.61 | 22 | 6.71 | https://historicbridges.org/other/millst/little_p2830982_3_4vib_small.jpg | https://historicbridges.org/other/millst/little_p2830982_3_4vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/millst/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.110050,-84.245800 | ||||||||||||||
| 2300 | Mill Street Bridge | This is a tiny bridge, but has unusual beams and railing. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. | 42.447680 | -84.430940 | Mill Street | Huntoon Creek | Leslie | Ingham County, Michigan | Michigan | United States | Concrete | T-Beam | Fixed | 0 | 1 | 0 | 0 | 1918 | 0 | Unknown | 2 | 4 | 20 | 6.1 | 23 | 7.01 | 29 | 8.84 | https://historicbridges.org/michigan/leslie/little_dscf1496_small.jpg | https://historicbridges.org/michigan/leslie/little_dscf1496.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/leslie/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.447680,-84.430940 | |||||||||||||||||
| 2303 | Mill Street Bridge | A rare example of a Queenpost pony truss, although the bridge is altered. The technical description of the main or most noteworthy span of the bridge is a 44 ft (13.41 m) metal pin-connected Queenpost pony truss, fixed. The bridge was primarily built by Unknown. | 40.572480 | -75.095300 | Mill Street | Hakihokake Creek | Milford | Hunterdon County, New Jersey | New Jersey | United States | Metal | Queenpost | Pin-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 44 | 13.41 | 46 | 14.02 | 14 | 4.27 | https://historicbridges.org/newjersey/millstreet/little_pict5312_small.jpg | https://historicbridges.org/newjersey/millstreet/little_pict5312.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/millstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.572480,-75.095300 | ||||||||||||||
| 2304 | Mill Street Bridge | This bridge has a variety of span types, with an impressive arch main span. The technical description of the main or most noteworthy span of the bridge is a 128 ft (39.01 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 41.408260 | -75.626140 | Mill Street | Roaring Brook and Railroad (Delaware, Lackawanna, and Western) | Dunmore | Lackawanna County, Pennsylvania | Pennsylvania | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 1 | Metal | Through | Girder | Fixed | 0 | 6 | 1917 | 0 | Unknown | 6 | 7 | 128 | 39.01 | 400 | 121.92 | 20 | 6.1 | https://historicbridges.org/pennsylvania/dunmore/little_p1080646_small.jpg | https://historicbridges.org/pennsylvania/dunmore/little_p1080659.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/dunmore/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.408260,-75.626140 | |||||||||||
| 2305 | Mill Street Bridge | A wide, heavy duty pony truss that likely was originally built for the use of area mills and industry. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Boston Bridge Works of Boston, Massachusetts. | 42.706220 | -71.156710 | Mill Street | North Canal | Lawrence | Essex County, Massachusetts | Massachusetts | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Boston Bridge Works of Boston, Massachusetts | 4 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/massachusetts/mill/little_pict6518_small.jpg | https://historicbridges.org/massachusetts/mill/little_pict6518.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/mill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.706220,-71.156710 | ||||||||||||||
| 2306 | Milltown Bridge | This bridge has some of the most unusual design details ever found in a truss bridge making the bridge perhaps unique. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 44.207710 | -77.210070 | Milltown Road | Salmon River | Milltown (Rural) | Hastings County, Ontario | Ontario | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 8 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/milltown/little_p1040863_small.jpg | https://historicbridges.org/ontario/milltown/little_p1040863.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/milltown/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.207710,-77.210070 | ||||||||||||||
| 2307 | Miller Farm Road Bridge | This is a large single-span Pratt through truss at 154 feet, and has a tall feeling to it. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. | 41.565400 | -79.656670 | Mill Farm Road (TR-635) | Oil Creek | Rural | Venango County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1888 | 2000 | Massillon Bridge Company of Massillon, Ohio | 7 | 7 | 150 | 45.72 | 154 | 46.94 | 15.7 | 4.79 | https://historicbridges.org/pennsylvania/millerfarm/little_pict6739_small.jpg | https://historicbridges.org/pennsylvania/millerfarm/little_pict6739.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/millerfarm/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.565400,-79.656670 | ||||||||||||||
| 2308 | Miller Ferry Bridge | Walnut Grove Road Bridge | This bridge is a late example of a riveted truss swing bridge. The technical description of the main or most noteworthy span of the bridge is a 118 ft (35.97 m) metal rivet-connected through truss, movable: swing. The bridge was primarily built by Unknown. | 38.223470 | -121.506990 | Walnut Grove Road | Mokelumne River | Rural | Sacramento County, California and San Joaquin County, California | California | United States | Metal | Rivet-Connected | Through | Truss | Movable: Swing | 0 | 1 | Center Pier | 0 | 0 | 1955 | 0 | Unknown | 5 | 5 | 118 | 35.97 | 238 | 72.54 | 24 | 7.32 | https://historicbridges.org/california/walnutgroveroad/little_day2_walnutgroveroad02168_small.jpg | https://historicbridges.org/california/walnutgroveroad/little_day2_walnutgroveroad02168.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/walnutgroveroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.223470,-121.506990 | |||||||||||||
| 2309 | Miller Road Bridge | Attractive and largely unaltered, this is the only truss bridge in Michigan definitively associated with Worden-Allen Company. The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Worden-Allen Company of Milwaukee, Wisconsin. | 46.302150 | -89.416310 | Miller Road | Cisco Branch Ontonagon River | Rural | Gogebic County, Michigan | Michigan | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1920 | 0 | Worden-Allen Company of Milwaukee, Wisconsin | 6 | 7 | 64 | 19.51 | 65 | 19.81 | 14 | 4.27 | https://historicbridges.org/michigan/millerroadciscobranchontonagon/little_millerroadciscobranchontonagon_3727_small.jpg | https://historicbridges.org/michigan/millerroadciscobranchontonagon/little_millerroadciscobranchontonagon_3727.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/millerroadciscobranchontonagon/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.302150,-89.416310 | ||||||||||||||
| 2310 | Millers Run Railroad Bridge | This very unsual bridge has a truss line on one side that is twice as massive as the truss line on the opposite side! The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 40.323260 | -80.242080 | Railroad (Norfolk Southern) | Millers Run and Railroad (Montour Rail-Trail) | Rural | Washington County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 10 | 2 | 0 | 0 | 0 | 0 | Unknown | 7 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/southviewrailroad/little_southviewrailroad0408_small.jpg | https://historicbridges.org/pennsylvania/southviewrailroad/little_southviewrailroad0408.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/southviewrailroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.323260,-80.242080 | ||||||||||||||
| 2312 | Milford Road Railroad Overpass | This unususal and important bridge has a very well-documented history. The technical description of the main or most noteworthy span of the bridge is a 92 ft (28.04 m) metal rivet-connected Howe pony truss, fixed. The bridge was primarily built by Philadelphia Bridge Works of Philadelphia, Pennsylvania. | 40.647210 | -75.090640 | Milford Road | Railroad (Lehigh Valley) | Bloomsbury | Hunterdon County, New Jersey | New Jersey | United States | Metal | Howe | Rivet-Connected | Pony | Truss | Fixed | 9 | 1 | 0 | 0 | 1891 | 1933 | Philadelphia Bridge Works of Philadelphia, Pennsylvania | 7 | 8 | 92 | 28.04 | 96 | 29.26 | 20 | 6.1 | https://historicbridges.org/newjersey/milfordrr/little_pict4694_small.jpg | https://historicbridges.org/newjersey/milfordrr/little_pict4677.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/milfordrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.647210,-75.090640 | ||||||||||||||
| 2313 | Milham Park North Bridge | This is the larger of two attractive stone faced bridges in this scenic park. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) concrete (stone faced) slab, fixed. The bridge was primarily built by Unknown. | 42.247490 | -85.571660 | Milham Park Drive | Portage Creek | Kalamazoo | Kalamazoo County, Michigan | Michigan | United States | Concrete (Stone Faced) | Slab | Fixed | 0 | 2 | 0 | 0 | 1935 | 0 | Unknown | 4 | 6 | 20 | 6.1 | 40 | 12.19 | 18 | 5.49 | https://historicbridges.org/michigan/milhamparknorth/little_p1440205_small.jpg | https://historicbridges.org/michigan/milhamparknorth/little_p1440205.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/milhamparknorth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.247490,-85.571660 | |||||||||||||||||
| 2314 | Milham Park South Bridge | This is the smaller of two attractive stone faced bridges in this scenic park. The technical description of the main or most noteworthy span of the bridge is a 27 ft (8.23 m) concrete (stone faced) slab, fixed. The bridge was primarily built by Unknown. | 42.246110 | -85.570640 | Milham Park Drive | Portage Creek | Kalamazoo | Kalamazoo County, Michigan | Michigan | United States | Concrete (Stone Faced) | Slab | Fixed | 0 | 1 | 0 | 0 | 1935 | 0 | Unknown | 6 | 6 | 27 | 8.23 | 27 | 8.23 | 18 | 5.49 | https://historicbridges.org/michigan/milhamparksouth/little_p1440166_small.jpg | https://historicbridges.org/michigan/milhamparksouth/little_p1440166.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/milhamparksouth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.246110,-85.570640 | |||||||||||||||||
| 2316 | Millsboro Railroad Bridge | An impressive Parker truss span provides a gateway into the Monongahela River from 10 Mile Creek. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 39.984390 | -79.999140 | Railroad (Abandoned Monongahela Railroad) | 10 Mile Creek and PA-88 | Millsboro | Washington County, Pennsylvania and Greene County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | Metal | Through | Girder | Fixed | 0 | 2 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/millsbororr/little_pict0025_small.jpg | https://historicbridges.org/pennsylvania/millsbororr/little_pict0025.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/millsbororr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.984390,-79.999140 | ||||||||||
| 2317 | Millennium Bridge | This is an unusual low profile ribbed arch bridge. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) concrete Closed Spandrel (Ribbed) deck arch, fixed. The bridge was primarily built by Unknown. | 43.109460 | -77.884590 | Main Street (CR-268) | Black Creek | Churchville | Monroe County, New York | New York | United States | Concrete | Closed Spandrel (Ribbed) | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1929 | 1999 | Unknown | 5 | 6 | 45 | 13.72 | 134 | 40.84 | 30 | 9.14 | https://historicbridges.org/newyork/millennium/little_millenniumbr9_small.jpg | https://historicbridges.org/newyork/millennium/little_millenniumbr9.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/millennium/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.109460,-77.884590 | |||||||||||||||
| 2320 | Milwaukee River Railroad Bridge | A large span lattice truss swing bridge. The technical description of the main or most noteworthy span of the bridge is a 235 ft (71.63 m) metal rivet-connected Lattice (Quadruple Warren) through truss, movable: swing, Center Pier. The bridge was primarily built by American Bridge Company of New York, New York. | 43.027940 | -87.904870 | Railroad (Chicago and Northwestern) | Milwaukee River | Milwaukee | Milwaukee County, Wisconsin | Wisconsin | United States | Metal | Lattice (Quadruple Warren) | Rivet-Connected | Through | Truss | Movable: Swing | Center Pier | 0 | 1 | 0 | 0 | 1915 | 0 | American Bridge Company of New York, New York | 8 | 8 | 235 | 71.63 | 395 | 120.4 | 0 | 0 | https://historicbridges.org/wisconsin/milwaukee/little_325_small.jpg | https://historicbridges.org/wisconsin/milwaukee/little_325.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/milwaukee/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.027940,-87.904870 | |||||||||||||
| 2321 | Mine Street Railroad Overpass | An interesting through plate girder with deck plate girder approaches. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal through girder, fixed. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. | 46.477270 | -90.054270 | Railroad (Abandoned) | Mine Street | Bessemer | Gogebic County, Michigan | Michigan | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 2 | 1899 | 0 | Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin | 1 | 3 | 50 | 15.24 | 100 | 30.48 | 10 | 3.05 | https://historicbridges.org/michigan/minest/IMG_0144_small.jpg | https://historicbridges.org/michigan/minest/IMG_0144.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/minest/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.477270,-90.054270 | ||||||||||||||||
| 2322 | Miner Slough Bridge | This bridge has a fairly simple appearance with its abundance of rolled beams. The technical description of the main or most noteworthy span of the bridge is a 191 ft (58.22 m) metal rivet-connected Warren through truss, movable: swing, Center Pier. The bridge was primarily built by Unknown. | 38.291840 | -121.630800 | CA-84 | Miner Slough | Rural | Solano County, California | California | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Swing | Center Pier | 0 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 9 | 1933 | 1953 | Unknown | 6 | 6 | 191 | 58.22 | 367 | 111.86 | 18.7 | 5.7 | https://historicbridges.org/california/ca84minersloughbridge/little_day2_ca84minersloughbridge01309_small.jpg | https://historicbridges.org/california/ca84minersloughbridge/little_day2_ca84minersloughbridge01309.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/ca84minersloughbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.291840,-121.630800 | ||||||||||
| 2323 | Minersville Bridge | This bizarre and unique bridge features a deck that runs at an incline through the truss which is not inclined. The technical description of the main or most noteworthy span of the bridge is a 269 ft (81.99 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Cambria Iron Works of Johnstown, Pennsylvania. | 40.341250 | -78.926420 | 4th Avenue (PA-3039) | Conemaugh River | Johnstown | Cambria County, Pennsylvania | Pennsylvania | United States | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 14 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 1914 | 2001 | Cambria Iron Works of Johnstown, Pennsylvania | 8 | 8 | 269 | 81.99 | 453 | 138.07 | 22 | 6.71 | https://historicbridges.org/pennsylvania/4thjohnstown/bkg_swpenn0802_small.jpg | https://historicbridges.org/pennsylvania/4thjohnstown/swpenn071466.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/4thjohnstown/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.341250,-78.926420 | |||||||||||
| 2324 | Minnehaha Avenue Bridge | Unlike the stone-faced pedestrian bridges in adjacent Minnehaha Park, this is a bona fide stone arch bridge... at least the original part is. The technical description of the main or most noteworthy span of the bridge is a 25 ft (7.62 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 44.915490 | -93.212400 | Minnehaha Avenue | Minnehaha Creek | Minneapolis | Hennepin County, Minnesota | Minnesota | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1890 | 1925 | Unknown | 5 | 6 | 25 | 7.62 | 35 | 10.67 | 19.7 | 6 | https://historicbridges.org/minnesota/minnehahaparkminnehahaave/little_minnehahaparkminnehahaave3798_small.jpg | https://historicbridges.org/minnesota/minnehahaparkminnehahaave/little_minnehahaparkminnehahaave3798.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/minnehahaparkminnehahaave/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.915490,-93.212400 | |||||||||||||||
| 2326 | Mingo Creek Railroad Bridge | Crookham Railroad Bridge | This large, tall historic bridge is dwarfed by the enormous and ugly PA-43 Bridge. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. | 40.208020 | -79.984690 | Railroad (Wheeling and Lake Erie) | Mingo Creek and Ginger Hill Road | Rural | Washington County, Pennsylvania | Pennsylvania | United States | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/mingocreekrr/little_mingocreekrr0882_small.jpg | https://historicbridges.org/pennsylvania/mingocreekrr/little_mingocreekrr0882.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/mingocreekrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.208020,-79.984690 | |||||||||||||||
| 2327 | Mingo Junction Wabash Railroad Bridge | This visually complex and beautiful cantilever was the longest cantilever in the world when built. The technical description of the main or most noteworthy span of the bridge is a 700 ft (213.36 m) metal cantilever rivet-connected Baltimore through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 40.310560 | -80.602230 | Railroad (Wheeling and Lake Erie) | Ohio River | Mingo Junction and Rural | Jefferson County, Ohio and Brooke County, West Virginia | West Virginia | United States | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 0 | Cantilever | 3 | 0 | 0 | 1904 | 0 | American Bridge Company of New York, New York | 8 | 9 | 700 | 213.36 | 1296 | 395.02 | 0 | 0 | https://historicbridges.org/wvirginia/mingojunction/little_dscf6004_small.jpg | https://historicbridges.org/wvirginia/mingojunction/little_dscf6004.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/mingojunction/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.310560,-80.602230 | |||||||||||||
| 2328 | ! | Mint Line Bridge | A beautiful Warren pony truss with riveted connections and large lattice railing. The technical description of the main or most noteworthy span of the bridge is a 70.2 ft (21.4 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 42.287960 | -82.411150 | Mint Line | Babtiste Creek | Rural | Chatham-Kent Region, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1945 | 0 | Unknown | 7 | 7 | 70.2 | 21.4 | 70.2 | 21.4 | 19.3 | 5.88 | https://historicbridges.org/truss/mint/little_phon_brg_2700_small.jpg | https://historicbridges.org/truss/mint/little_phon_brg_2700.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/mint/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.287960,-82.411150 | |||||||||||||
| 2329 | Minto Bridge | With ornate railing and portal cresting, this stunning union of beauty and function is actually three bridges that connect islands to cross the river. The technical description of the main or most noteworthy span of the bridge is a 171 ft (52.12 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. | 45.439490 | -75.692520 | Union Street | Rideau River | Ottawa | Ottawa City, Ontario | Ontario | Canada | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 9 | 4 | 0 | 0 | 1900 | 1996 | Dominion Bridge Company of Montréal, Québec | 8 | 9 | 171 | 52.12 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/minto/little_p1050318_small.jpg | https://historicbridges.org/ontario/minto/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/minto/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.439490,-75.692520 | ||||||||||||||
| 2330 | Miscauno Island Bridge East | One of three railroad bridges that today serve as vehicular bridges to the historic Four Seasons Island Resort. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is private property, but is open to anyone visiting the Four Seasons Island Resort. | 45.567620 | -87.831810 | Shoreline Drive (Miscauno Island Lane) | Menominee River Channel | Rural | Marinette County, Wisconsin, and Menominee County, Michigan | Michigan and Wisconsin | United States | This bridge is private property, but is open to anyone visiting the Four Seasons Island Resort. | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1905 | 0 | Unknown | 7 | 7 | 0 | 0 | 92 | 28.04 | 0 | 0 | https://historicbridges.org/wisconsin/fourseasonsresortwisconsineast/little_fourseasonsresortwisconsineast_2932_small.jpg | https://historicbridges.org/wisconsin/fourseasonsresortwisconsineast/little_fourseasonsresortwisconsineast_2932.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/fourseasonsresortwisconsineast/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.567620,-87.831810 | |||||||||||||
| 2331 | Miscauno Island Bridge Middle | One of three railroad bridges that today serve as vehicular bridges to the historic Four Seasons Island Resort. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is private property, but is open to anyone visiting the Four Seasons Island Resort. | 45.567770 | -87.833250 | Shoreline Drive (Miscauno Island Lane) | Menominee River Channel | Rural | Marinette County, Wisconsin | Wisconsin | United States | This bridge is private property, but is open to anyone visiting the Four Seasons Island Resort. | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 1905 | 0 | Unknown | 7 | 7 | 0 | 0 | 162 | 49.38 | 0 | 0 | https://historicbridges.org/wisconsin/fourseasonsresortwisconsinmiddle/little_fourseasonsresortwisconsinmiddle_2852_small.jpg | https://historicbridges.org/wisconsin/fourseasonsresortwisconsinmiddle/little_fourseasonsresortwisconsinmiddle_2852.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/fourseasonsresortwisconsinmiddle/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.567770,-87.833250 | |||||||||||||
| 2332 | Miscauno Island Bridge West | One of three railroad bridges that today serve as vehicular bridges to the historic Four Seasons Island Resort. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is private property, but is open to anyone visiting the Four Seasons Island Resort. | 45.567620 | -87.840310 | Shoreline Drive (Miscauno Island Lane) | Menominee River Channel | Rural | Marinette County, Wisconsin | Wisconsin | United States | This bridge is private property, but is open to anyone visiting the Four Seasons Island Resort. | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 1905 | 0 | Unknown | 7 | 7 | 0 | 0 | 162 | 49.38 | 0 | 0 | https://historicbridges.org/wisconsin/fourseasonsresortwisconsinwest/little_fourseasonsresortwisconsinwest_2787_small.jpg | https://historicbridges.org/wisconsin/fourseasonsresortwisconsinwest/little_fourseasonsresortwisconsinwest_2787.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/fourseasonsresortwisconsinwest/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.567620,-87.840310 | |||||||||||||
| 2333 | Mishawaka Avenue Bridge | St. Joseph County Bridge 203 | This bridge was rehabilitated so extensively, that very little of the original bridge remains today. The technical description of the main or most noteworthy span of the bridge is a 95.8 ft (29.2 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by National Concrete Company of Indianapolis, Indiana. | 41.666370 | -86.167660 | Mishawaka Avenue | St. Joseph River | Mishawaka | St. Joseph County, Indiana | Indiana | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 4 | 0 | 0 | 1924 | 2009 | National Concrete Company of Indianapolis, Indiana | 4 | 4 | 95.8 | 29.2 | 388.8 | 118.51 | 30 | 9.14 | https://historicbridges.org/indiana/mishawaka/little_p1430924_small.jpg | https://historicbridges.org/indiana/mishawaka/little_p1430924.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/mishawaka/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.666370,-86.167660 | ||||||||||||||
| 2334 | ! | Misner Dam Bridge | This unusual bridge was built as an integral part of a dam, and has today been bypassed by a new bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 42.790950 | -80.200340 | Silver Lake Drive (Patterson Street, CR-5) | Lynn River | Port Dover | Norfolk County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | Concrete | T-Beam | Fixed | 0 | 3 | 0 | 0 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/portdover/little_p1400150_small.jpg | https://historicbridges.org/ontario/portdover/little_p1400150.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/portdover/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.790950,-80.200340 | ||||||||||
| 2335 | Mississippi River Bridge Number 15 | Omaha Bridge Number 15 | This is a large and uncommon example of a bobtail swing bridge, and it still operates for boats. The technical description of the main or most noteworthy span of the bridge is a 260 ft (79.25 m) metal rivet-connected Pratt through truss, movable: swing, Rim Bearing Bobtail. The bridge was primarily built by Milwaukee Bridge Company of Milwaukee, Wisconsin and Strobel Steel Construction Company of Chicago, Illinois. The bridge was primarily designed by Charles Frederick Loweth. | 44.923720 | -93.117360 | Railroad (Union Pacific) | Mississippi River | St. Paul | Ramsey County, Minnesota | Minnesota | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Movable: Swing | Rim Bearing Bobtail | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 10 | 1915 | 0 | Milwaukee Bridge Company of Milwaukee, Wisconsin and Strobel Steel Construction Company of Chicago, Illinois | Charles Frederick Loweth | 7 | 7 | 260 | 79.25 | 1055 | 321.56 | 0 | 0 | https://historicbridges.org/minnesota/stpaulswing/little_stpaulswing3887_small.jpg | https://historicbridges.org/minnesota/stpaulswing/little_stpaulswing3887.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/stpaulswing/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.923720,-93.117360 | |||||||
| 2337 | Mitchell Lake Bridge | This is a rare and unaltered example of a steel rigid frame bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a metal rigid-frame, fixed. The bridge was primarily built by Unknown. | 44.566820 | -78.955670 | Highway 48 | Mitchell Lake (Trent-Severn Waterway) | Rural | Kawartha Lakes City, Ontario | Ontario | Canada | Metal | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/kh48mitchelllake/little_img_5871_small.jpg | https://historicbridges.org/ontario/kh48mitchelllake/little_img_5871.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/kh48mitchelllake/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.566820,-78.955670 | |||||||||||||||||
| 2339 | L | Mitchell Street Bridge | This bridge exhibits an early example of a standard plan railing. The technical description of the main or most noteworthy span of the bridge is a 48 ft (14.63 m) metal stringer (multi-beam), fixed. The bridge was primarily built by C. A. Handeyside Construction Company. The bridge was primarily designed by Michigan State Highway Department. | 44.256940 | -85.404440 | Mitchell Street (Business US-131) | Clam River | Cadillac | Wexford County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1935 | 0 | C. A. Handeyside Construction Company | Michigan State Highway Department | 2 | 2 | 48 | 14.63 | 48 | 14.63 | 48 | 14.63 | https://historicbridges.org/michigan/mitchellclam/little_mitchellstclamr11_small.jpg | https://historicbridges.org/michigan/mitchellclam/little_mitchellstclamr11.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/mitchellclam/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.256940,-85.404440 | |||||||||||||||
| 2344 | MO-B Wyaconda River Bridge | La Grange Bridge | An attractive representative example of a standard plan Parker truss in Missouri. The technical description of the main or most noteworthy span of the bridge is a 185 ft (56.39 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Hartman and Clark Brothers. | 40.058760 | -91.498780 | MO-B | Wyaconda River | Near La Grange | Lewis County, Missouri | Missouri | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1932 | 0 | Hartman and Clark Brothers | 5 | 6 | 185 | 56.39 | 185 | 56.39 | 22 | 6.71 | https://historicbridges.org/missouri/lagrange/little_dscf6188_small.jpg | https://historicbridges.org/missouri/lagrange/little_dscf6188.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/lagrange/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.058760,-91.498780 | |||||||||||||
| 2345 | ! | MO-M Bridge | Old US-40 Bridge | This bridge is an attractive structure that represents its type very well. The technical description of the main or most noteworthy span of the bridge is a 181.4 ft (55.29 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Haller and Davis. | 38.938680 | -92.946180 | MO-M (Old US-40) | Lamine River | Rural | Cooper County, Missouri | Missouri | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 9 | 1 | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 2 | 1924 | 0 | Haller and Davis | 6 | 7 | 181.4 | 55.29 | 347 | 105.77 | 20 | 6.1 | https://historicbridges.org/missouri/mo_m/little_dscf6267_small.jpg | https://historicbridges.org/missouri/mo_m/little_dscf6267.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/mo_m/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.938680,-92.946180 | ||||||
| 2347 | Modena Railroad Bridge | This is a multiple span concrete railroad bridge. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. | 39.961790 | -75.795990 | Railroad (Reading Railroad) | Brandywine Creek | Modena | Chester County, Pennsylvania | Pennsylvania | United States | Concrete | Slab | Fixed | 0 | 0 | 0 | 0 | 0 | 0 | Unknown | 2 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/modena/little_modenawilmingtonandnorthern006_small.jpg | https://historicbridges.org/pennsylvania/modena/little_modenawilmingtonandnorthern006.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/modena/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.961790,-75.795990 | |||||||||||||||||
| 2349 | Mohican Trail Bridge | A beautiful riveted through truss sits on a private drive. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 40.691900 | -82.593220 | Private Drive Extension of Mohican Trail | Clear Fork Mohican River | Near Lexington | Richland County, Ohio | Ohio | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/mohican/little_lextruss_small.jpg | https://historicbridges.org/ohio/mohican/little_lextruss.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/mohican/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.691900,-82.593220 | ||||||||||||||
| 2350 | Mohr Road Bridge | This bridge has an attractive polygonal top chord and is complimented by handsome stone abutments. The technical description of the main or most noteworthy span of the bridge is a 38 ft (11.58 m) metal rivet-connected Parker pony truss, fixed. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania. | 39.888320 | -80.048010 | Mohr Road (TR-634) | Muddy Creek | Rural | Greene County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1903 | 0 | Penn Bridge Company of Beaver Falls, Pennsylvania | 6 | 5 | 38 | 11.58 | 40 | 12.19 | 15.7 | 4.79 | https://historicbridges.org/pennsylvania/mohrroad/little_mohrroad0840_small.jpg | https://historicbridges.org/pennsylvania/mohrroad/little_mohrroad0840.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/mohrroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.888320,-80.048010 | ||||||||||||||
| 2351 | Moira Bridge | One of two beautifully restored, rare multi-span rainbow arch bridges in Belleville. The technical description of the main or most noteworthy span of the bridge is a 108 ft (32.92 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Holdcroft Construction Company of Kingston, Ontario. The bridge was primarily designed by A. B. Crealock. | 44.169470 | -77.386230 | Front Street | Moira River | Belleville | Hastings County, Ontario | Ontario | Canada | Concrete | Rainbow | Through | Arch | Fixed | 0 | 2 | 0 | 0 | 1930 | 0 | Holdcroft Construction Company of Kingston, Ontario | A. B. Crealock | 7 | 7 | 108 | 32.92 | 212 | 64.62 | 0 | 0 | https://historicbridges.org/ontario/bellevillenorth/little_p1040756_small.jpg | https://historicbridges.org/ontario/bellevillenorth/little_p1040756.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/bellevillenorth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.169470,-77.386230 | ||||||||||||||
| 2352 | Monaca-Beaver Railroad Bridge | Pittsburgh & Lake Erie Railroad Bridge | This landmark cantilever truss bridge is noted as an early surviving cantilever truss and for its massive design. The technical description of the main or most noteworthy span of the bridge is a 769 ft (234.39 m) metal cantilever rivet-connected Baltimore through truss, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Albert Lucius of New York, New York. | 40.693260 | -80.291220 | Railroad (CSX) | Ohio River | Monaca and Beaver | Beaver County, Pennsylvania | Pennsylvania | United States | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 26 | Cantilever | 3 | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 12 | 1 | 1910 | 0 | McClintic-Marshall Company of Pittsburgh, Pennsylvania | Albert Lucius of New York, New York | 8 | 9 | 769 | 234.39 | 1779 | 542.24 | 29 | 8.84 | https://historicbridges.org/pennsylvania/roch_mon_rr/little_img_4259_small.jpg | https://historicbridges.org/pennsylvania/roch_mon_rr/little_img_4259.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/roch_mon_rr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.693260,-80.291220 | |||||
| 2358 | Monroe Avenue Railroad Overpass North | The northernmost of two old through plate girder overpasses on Monroe Avenue. The technical description of the main or most noteworthy span of the bridge is a 49 ft (14.94 m) metal through girder, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 42.991410 | -85.670720 | Railroad (Grand Rapids Eastern) | Monroe Avenue | Grand Rapids | Kent County, Michigan | Michigan | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 2 | 1906 | 0 | American Bridge Company of New York, New York | 2 | 4 | 49 | 14.94 | 94.8 | 28.9 | 0 | 0 | https://historicbridges.org/other/monroe1/bkg_snowy60_small.jpg | https://historicbridges.org/other/monroe1/snowy259.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/monroe1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.991410,-85.670720 | ||||||||||||||||
| 2360 | Monroe Canadian National Railroad Bridge | Sitting next to the Norfolk Southern Bridge, this bridge is itself an impressive three-span through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 41.912500 | -83.380220 | Railroad (Canadian National) | River Raisin | Monroe | Monroe County, Michigan | Michigan | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 3 | Metal | Through | Girder | Fixed | 0 | 1 | 1912 | 0 | American Bridge Company of New York, New York | 6 | 7 | 130 | 39.62 | 420 | 128.02 | 24 | 7.32 | https://historicbridges.org/truss/monroecn/little_img_0277_small.jpg | https://historicbridges.org/truss/monroecn/little_img_0277.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/monroecn/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.912500,-83.380220 | ||||||||||
| 2361 | Monroe CSX Railroad Bridge | Resting on 1896 stone abutments, this is an impressive two-span through railroad truss with attractive portal bracing. The technical description of the main or most noteworthy span of the bridge is a 165 ft (50.29 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 41.919540 | -83.411920 | Railroad (CSX) | River Raisin | Monroe | Monroe County, Michigan | Michigan | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 2 | 0 | 0 | 1911 | 0 | American Bridge Company of New York, New York | 6 | 7 | 165 | 50.29 | 330 | 100.58 | 30 | 9.14 | https://historicbridges.org/truss/monroecsx/little_pict0673_small.jpg | https://historicbridges.org/truss/monroecsx/little_pict0673.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/monroecsx/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.919540,-83.411920 | ||||||||||||||
| 2364 | Monroe Street Bridge | This bridge shows the transition between the early pony truss design and the later design. The technical description of the main or most noteworthy span of the bridge is a 193 ft (58.83 m) metal rivet-connected Pratt pony truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Ketler-Elliott Company of Chicago, Illinois. The bridge was primarily designed by City of Chicago. | 41.880560 | -87.638060 | Monroe Street | South Branch Chicago River | Chicago | Cook County, Illinois | Illinois | United States | Metal | Pratt | Rivet-Connected | Pony | Truss | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 1919 | 2001 | Ketler-Elliott Company of Chicago, Illinois | City of Chicago | 7 | 7 | 193 | 58.83 | 271 | 82.6 | 36 | 10.97 | https://historicbridges.org/illinois/monroe/little_dscf5775_small.jpg | https://historicbridges.org/illinois/monroe/little_dscf5775.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/monroe/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.880560,-87.638060 | |||||||||
| 2365 | Monroe Street Bridge | An old, but altered example of a concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 55.8 ft (17.01 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 42.265000 | -84.409444 | Monroe Street | Grand River | Jackson | Jackson County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1919 | 0 | Unknown | 2 | 2 | 55.8 | 17.01 | 59 | 17.98 | 43 | 13.11 | https://historicbridges.org/michigan/monroe_jackson/little_dscf7363_small.jpg | https://historicbridges.org/michigan/monroe_jackson/little_dscf7363.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/monroe_jackson/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.265000,-84.409444 | |||||||||||||||
| 2367 | Montebello Road Bridge | This is an attractive example of a hybrid stone and brick arch bridge. The technical description of the main or most noteworthy span of the bridge is a 32.2 ft (9.81 m) stone and brick Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 40.423040 | -77.084130 | Montebello Road | Little Juniata Creek | Rural | Perry County, Pennsylvania | Pennsylvania | United States | Stone and Brick | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 32.2 | 9.81 | 34 | 10.36 | 14.4 | 4.39 | https://historicbridges.org/pennsylvania/montebelloroad/little_montebelloroad007_small.jpg | https://historicbridges.org/pennsylvania/montebelloroad/little_montebelloroad007.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/montebelloroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.423040,-77.084130 | |||||||||||||||
| 2368 | Montreal Avenue Overpass | This bridge produces a graceful archway over the roadway it crosses and is impossible to ignore. The technical description of the main or most noteworthy span of the bridge is a 86 ft (26.21 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 44.912430 | -93.152200 | Pedestrian Walkway | Montreal Avenue (MN-51) | St. Paul | Ramsey County, Minnesota | Minnesota | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 1 | Concrete | T-Beam | Fixed | 0 | 0 | 1927 | 0 | Unknown | 6 | 6 | 86 | 26.21 | 244 | 74.37 | 0 | 0 | https://historicbridges.org/minnesota/montrealave/little_montrealave3843_small.jpg | https://historicbridges.org/minnesota/montrealave/little_montrealave3843.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/montrealave/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.912430,-93.152200 | ||||||||||||
| 2369 | Montreal Railroad Bridge | This plate girder bridge is one of the many remnants from a region that was transformed by the discovery of iron. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. | 46.434030 | -90.232240 | Railroad (Abandoned Soo Line) | West Branch Montreal River | Near Montreal | Iron County, Wisconsin | Wisconsin | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 1 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/wisconsin/montreal/bkg_img_0277-158_small.jpg | https://historicbridges.org/wisconsin/montreal/IMG_0277.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/montreal/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.434030,-90.232240 | ||||||||||||||||
| 2370 | Montreal River Chicago and North Western Railroad Bridge | A good example of early 20th Century work by the King Bridge Company. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 46.451840 | -90.178840 | Railroad (Abandoned Chicago and North Western) | Montreal River | Ironwood and Hurley | Gogebic County, Michigan and Iron County, Wisconsin | Michigan and Wisconsin | United States | Metal | Deck | Girder | Fixed | 0 | 1 | 0 | 0 | 1911 | 0 | King Bridge Company of Cleveland, Ohio | 1 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/wisconsin/montreal_cnw/bkg_img_0188-150_small.jpg | https://historicbridges.org/wisconsin/montreal_cnw/IMG_0175.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/montreal_cnw/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.451840,-90.178840 | ||||||||||||||||
| 2371 | Montreal River Soo Line Railroad Bridge | This plate girder bridge features wooden approach spans and was built by a prolific company. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. | 46.452100 | -90.179040 | Railroad (Abandoned Soo Line) | Montreal River | Ironwood and Hurley | Gogebic County, Michigan and Iron County, Wisconsin | Michigan and Wisconsin | United States | Metal | Deck | Girder | Fixed | 0 | 1 | 0 | 0 | 1898 | 0 | Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin | 1 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/wisconsin/montreal_soo/img_0183_small.jpg | https://historicbridges.org/wisconsin/montreal_soo/IMG_0186.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/montreal_soo/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.452100,-90.179040 | ||||||||||||||||
| 2372 | Montreal River Wisconsin Central Railroad Bridge | This plate girder bridge is still in use by trains. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. | 46.502640 | -90.219500 | Railroad (Wisconsin Central) | Montreal River | Rural | Gogebic County, Michigan and Iron County, Wisconsin | Michigan and Wisconsin | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 1 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/wisconsin/montrealriver/bkg_img_0202-153_small.jpg | https://historicbridges.org/wisconsin/montrealriver/IMG_0202.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/montrealriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.502640,-90.219500 | ||||||||||||||||
| 2373 | Montrose Swing Bridge | Welland River Railway Bridge | This rare swing bridge no longer operates but is a rare example of its type in Ontario. The technical description of the main or most noteworthy span of the bridge is a 216 ft (65.84 m) metal rivet-connected Warren through truss, movable: swing, Center Bearing Center Pier. The bridge was primarily built by Unknown. | 43.046090 | -79.119970 | Railroad (Canadian Pacific) | Welland River | Niagara Falls | Niagara Region, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Swing | Center Bearing Center Pier | 0 | 1 | 0 | 0 | 1910 | 0 | Unknown | 7 | 8 | 216 | 65.84 | 400 | 121.92 | 0 | 0 | https://historicbridges.org/ontario/wellandriver/little_p1410469_small.jpg | https://historicbridges.org/ontario/wellandriver/little_p1410469.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/wellandriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.046090,-79.119970 | ||||||||||||
| 2374 | Moore Road Bridge | Although undecorated, this bridge is significant as an extremely old surviving concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 30.8 ft (9.39 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Varcoe and Boyd. | 41.405290 | -75.437190 | Moore Road (TR-355) | Jones Creek | Rural | Wayne County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1910 | 0 | Varcoe and Boyd | 6 | 7 | 30.8 | 9.39 | 48 | 14.63 | 16 | 4.88 | https://historicbridges.org/pennsylvania/moore/little_p1080574_small.jpg | https://historicbridges.org/pennsylvania/moore/little_p1080574.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/moore/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.405290,-75.437190 | |||||||||||||||
| 2375 | Mooresville Drive Bridge | This bridge has a few unusual details for a bridge of its type. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 43.227110 | -81.523250 | Mooresville Drive | Ausable River | Rural | Middlesex County, Ontario | Ontario | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 6 | 100 | 30.48 | 100 | 30.48 | 0 | 0 | https://historicbridges.org/ontario/mooresville/little_p1550230_small.jpg | https://historicbridges.org/ontario/mooresville/little_p1550230.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/mooresville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.227110,-81.523250 | ||||||||||||||
| 2377 | Morehouse Drive Bridge | One of the individually unique and beautiful bridges crossing one of the most important historic highways in the country. The technical description of the main or most noteworthy span of the bridge is a 36 ft (10.97 m) concrete rigid-frame, fixed. The bridge was primarily built by Edward E. Bray Construction Company of Bridgeport, Connecticut. | 41.211140 | -73.262200 | Morehouse Drive | Merritt Parkway (CT-15) | Fairfield | Fairfield County, Connecticut | Connecticut | United States | Concrete | Rigid-Frame | Fixed | 0 | 2 | 0 | 0 | 1940 | 0 | Edward E. Bray Construction Company of Bridgeport, Connecticut | 6 | 6 | 36 | 10.97 | 85 | 25.91 | 30 | 9.14 | https://historicbridges.org/connecticut/morehouse/little_img_2356_small.jpg | https://historicbridges.org/connecticut/morehouse/little_img_2356.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/morehouse/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.211140,-73.262200 | |||||||||||||||||
| 2378 | Moreland Township Road Bridge | This bridge is a noteworthy example of a pin-connected truss with a skew. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Owego Bridge Company of Owego, New York. | 41.189800 | -76.654030 | Moreland Township Road (PA-2069) | Little Muncy Creek | Rural | Lycoming County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1904 | 1995 | Owego Bridge Company of Owego, New York | 7 | 7 | 110 | 33.53 | 113 | 34.44 | 15 | 4.57 | https://historicbridges.org/pennsylvania/moreland/little_dscf8737_small.jpg | https://historicbridges.org/pennsylvania/moreland/little_dscf8737.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/moreland/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.189800,-76.654030 | ||||||||||||||
| 2380 | Morrell Road Bridge | A small truss bridge with picturesque hills in the background. The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 42.287170 | -76.689030 | Morrell Road | Pony Hollow Creek | Rural | Tompkins County, New York | New York | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1920 | 1987 | Unknown | 4 | 4 | 64 | 19.51 | 66 | 20.12 | 13.8 | 4.21 | https://historicbridges.org/newyork/morrell/bkg_newyork740_small.jpg | https://historicbridges.org/newyork/morrell/newyork2185.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/morrell/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.287170,-76.689030 | ||||||||||||||
| 2381 | Morrice Road Bridge | A typical example of a mid-20th Century county bridge in Michigan. The technical description of the main or most noteworthy span of the bridge is a 59.7 ft (18.2 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Raff and Dexter of Lansing, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 42.878650 | -84.182040 | Morrice Road | Looking Glass River | Rural | Shiawassee County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1953 | 0 | Raff and Dexter of Lansing, Michigan | Michigan State Highway Department | 1 | 1 | 59.7 | 18.2 | 65 | 19.81 | 29 | 8.84 | https://historicbridges.org/michigan/morrice/little_p1350412_small.jpg | https://historicbridges.org/michigan/morrice/little_p1350428.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/morrice/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.878650,-84.182040 | ||||||||||||||||
| 2383 | Morris Road Bridge | This abandoned, deteriorated, and overgrown bridge has some unusual ornamental and structural details. The technical description of the main or most noteworthy span of the bridge is a 88 ft (26.82 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 40.509490 | -82.877480 | Morris Road (CR-125) | Whetstone Creek | Rural | Morrow County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 1975 | Unknown | 7 | 7 | 88 | 26.82 | 91 | 27.74 | 13.8 | 4.21 | https://historicbridges.org/ohio/cr125_5931665/little_cr125_5931665_1255_small.jpg | https://historicbridges.org/ohio/cr125_5931665/little_cr125_5931665_1255.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/cr125_5931665/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.509490,-82.877480 | ||||||||||||||
| 2384 | Morris Terminal Railroad Bridge | Crossing a historic canal, this bridge is an excellent example of an uncommon truss design. The technical description of the main or most noteworthy span of the bridge is a 127 ft (38.71 m) metal rivet-connected Lattice (Quadruple Warren) through truss, fixed. The bridge was primarily built by Unknown. | 41.355870 | -88.426870 | Railroad (Rail-Trail) | Illinois and Michigan Canal | Morris | Grundy County, Illinois | Illinois | United States | Metal | Lattice (Quadruple Warren) | Rivet-Connected | Through | Truss | Fixed | 0 | 1 | 0 | 0 | 1906 | 0 | Unknown | 6 | 7 | 127 | 38.71 | 160 | 48.77 | 0 | 0 | https://historicbridges.org/illinois/morris/little_tw053966_small.jpg | https://historicbridges.org/illinois/morris/little_tw053966.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/morris/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.355870,-88.426870 | ||||||||||||||
| 2385 | Morrison Lake Road Bridge | A representative example of an I-96 curved t-beam in Michigan with its associated abutment design. The technical description of the main or most noteworthy span of the bridge is a 71 ft (21.64 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by L. W. Edison Company and Own-Ames-Kimball Company. The bridge was primarily designed by Michigan State Highway Department. | 42.879167 | -85.213056 | Morrison Lake Road | I-96 | Rural | Ionia County, Michigan | Michigan | United States | Concrete | Curved | T-Beam | Fixed | 0 | Continuous | 4 | 0 | 0 | 1958 | 0 | L. W. Edison Company and Own-Ames-Kimball Company | Michigan State Highway Department | 2 | 3 | 71 | 21.64 | 239.8 | 73.09 | 26 | 7.92 | https://historicbridges.org/michigan/morrisonlake/little_pict9597_small.jpg | https://historicbridges.org/michigan/morrisonlake/little_pict9597.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/morrisonlake/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.879167,-85.213056 | ||||||||||||||
| 2387 | Jersey Bridge | This bridge's trusses and bracing were salvaged and placed on a replacement bridge. The technical description of the main or most noteworthy span of the bridge is a 134.8 ft (41.09 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Morse Bridge Company of Youngstown, Ohio. | 41.615300 | -79.657490 | Drake Well Road (PA-1011) | Oil Creek | Rural | Venango County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1882 | 1999 | Morse Bridge Company of Youngstown, Ohio | 7 | 7 | 134.8 | 41.09 | 140 | 42.67 | 11.5 | 3.51 | https://historicbridges.org/pennsylvania/jerseybridge/little_dscf9823_small.jpg | https://historicbridges.org/pennsylvania/jerseybridge/little_dscf9823.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/jerseybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.615300,-79.657490 | ||||||||||||||
| 2388 | Morseville Bridge | Burt Road Bridge | A rare, documented Michigan example of the Smith Bridge Company of Toledo, Ohio, this bridge was abandoned and bypassed by a modern structure. The technical description of the main or most noteworthy span of the bridge is a 139 ft (42.37 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Smith Bridge Company of Toledo, Ohio. Special note about bridge location: This bridge is located a short distance north of the current Burt Road Bridge. | 43.236670 | -83.868200 | Burt Road (Old Alignment) | Flint River | Morseville | Saginaw County, Michigan | Michigan | United States | This bridge is located a short distance north of the current Burt Road Bridge. | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1885 | 1956 | Smith Bridge Company of Toledo, Ohio | 7 | 7 | 139 | 42.37 | 197 | 60.05 | 16 | 4.88 | https://historicbridges.org/truss/morseville/little_pict1183_small.jpg | https://historicbridges.org/truss/morseville/little_img_0066.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/morseville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.236670,-83.868200 | |||||||||
| 2389 | Mortimer E. Cooley Bridge | M-55 Pine River Bridge | One of only two cantilever deck truss bridges in Michigan, this is a landmark bridge for Michigan. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal cantilever rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. The bridge was primarily designed by Michigan State Highway Department. | 44.222778 | -85.903889 | M-55 (Caberfae Highway) | Pine River | Rural | Manistee County, Michigan | Michigan | United States | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 12 | Cantilever | 3 | 0 | 0 | 1934 | 1989 | Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin | Michigan State Highway Department | 7 | 9 | 300 | 91.44 | 613 | 186.84 | 30 | 9.14 | https://historicbridges.org/michigan/cooley/little_x-zimg_20221029_142947_small.jpg | https://historicbridges.org/michigan/cooley/little_x-zimg_20221029_142947.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/cooley/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.222778,-85.903889 | |||||||||||
| 2390 | ! | Mosherville Bridge | Farm View Road Bridge, County Bridge Number 38 | This bridge is one of several of its type in the county, but is nationally rare. The technical description of the main or most noteworthy span of the bridge is a 108 ft (32.92 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Owego Bridge Company of Owego, New York. | 41.990320 | -76.902050 | Farm View Road (TR-763) | Seely Creek | Rural | Bradford County, Pennsylvania | Pennsylvania | United States | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1907 | 1964 | Owego Bridge Company of Owego, New York | 7 | 8 | 108 | 32.92 | 112 | 34.14 | 12.5 | 3.81 | https://historicbridges.org/pennsylvania/farmview/newyork0625_small.jpg | https://historicbridges.org/pennsylvania/farmview/newyork0625.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/farmview/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.990320,-76.902050 | ||||||||||||
| 2391 | Mossdale Railroad Bridge | Although it no longer raises for boats, this is a good example of a fairly short span vertical lift bridge. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal rivet-connected Warren through truss, movable: vertical lift, Span Drive. The bridge was primarily built by Unknown. | 37.787570 | -121.308010 | Railroad (Southern Pacific) | San Joaquin River | Mossdale | San Joaquin County, California | California | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Vertical Lift | Span Drive | 6 | 1 | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | Continuous | 0 | 1942 | 0 | Unknown | 6 | 6 | 110 | 33.53 | 526 | 160.32 | 26 | 7.92 | https://historicbridges.org/california/mossdalerrbridge/little_day2_mossdalerrbridge01816_small.jpg | https://historicbridges.org/california/mossdalerrbridge/little_day2_mossdalerrbridge01816.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/mossdalerrbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.787570,-121.308010 | ||||||
| 2392 | Mossington Bridge | Blue Bridge | Designed by a noteworthy Ontario engineer, this heritage truss bridge is located in a scenic lake area surrounded by many residences. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by National Bridge Company of Montréal, Québec. The bridge was primarily designed by Frank Barber of Toronto, Ontario. | 44.322300 | -79.346120 | Hedge Road | Black River | Georgina | York Region, Ontario | Ontario | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1912 | 0 | National Bridge Company of Montréal, Québec | Frank Barber of Toronto, Ontario | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/mossington/little_mossington4068_small.jpg | https://historicbridges.org/ontario/mossington/little_mossington4068.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/mossington/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.322300,-79.346120 | ||||||||||||
| 2393 | Mottville Bridge | This three span structure is the longest concrete camelback in Michigan, and was preserved for pedestrians. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) concrete 90 Foot Plan curved chord through girder, fixed. The bridge was primarily built by Smith and Nichols of Hastings, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 41.800110 | -85.757010 | US-12 (Old Alignment) | St. Joseph River | Mottville | St. Joseph County, Michigan | Michigan | United States | Concrete | 90 Foot Plan | Curved Chord Through | Girder | Fixed | 0 | 3 | 0 | 0 | 1922 | 0 | Smith and Nichols of Hastings, Michigan | Michigan State Highway Department | 9 | 10 | 90 | 27.43 | 270 | 82.3 | 21 | 6.4 | https://historicbridges.org/concrete/us12/little_dscf6455_small.jpg | https://historicbridges.org/concrete/us12/little_dscf6448.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/us12/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.800110,-85.757010 | ||||||||||||||
| 2394 | Mount Tabor Station Bridge | An attractive bridge that is traditionally composed. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 39.472560 | -77.572270 | Station Road | Catoctin Creek | Rural | Frederick County, Maryland | Maryland | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 1996 | Unknown | 6 | 6 | 60 | 18.29 | 62 | 18.9 | 13.5 | 4.11 | https://historicbridges.org/maryland/station/little_pict3609_small.jpg | https://historicbridges.org/maryland/station/little_pict3609.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/station/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.472560,-77.572270 | ||||||||||||||
| 2395 | Mountville Road Bridge | This skewed, state standard Pratt through truss fits into its wooded surroundings well. The technical description of the main or most noteworthy span of the bridge is a 185 ft (56.39 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by R. S. McMannus Steel Construction Company of Buffalo, New York. The bridge was primarily designed by Pennsylvania State Highway Department. | 40.912090 | -80.216980 | Mountville Road (PA-2030) | Slippery Rock Creek | Rural | Lawrence County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1940 | 2018 | R. S. McMannus Steel Construction Company of Buffalo, New York | Pennsylvania State Highway Department | 5 | 5 | 185 | 56.39 | 190 | 57.91 | 24 | 7.32 | https://historicbridges.org/pennsylvania/mountville/little_pict9364_small.jpg | https://historicbridges.org/pennsylvania/mountville/little_pict9364.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/mountville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.912090,-80.216980 | |||||||||||||
| 2396 | Mower Road Bridge | This is a long straight chord through girders in Michigan, with three spans. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) concrete through girder, fixed. The bridge was primarily built by Denton and Johnson of Saginaw, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 43.327540 | -83.968630 | Mower Road | Cole Drain | Rural | Saginaw County, Michigan | Michigan | United States | Concrete | Through | Girder | Fixed | 0 | 3 | 0 | 0 | 1920 | 0 | Denton and Johnson of Saginaw, Michigan | Michigan State Highway Department | 6 | 7 | 45 | 13.72 | 134.8 | 41.09 | 18 | 5.49 | https://historicbridges.org/michigan/mower/little_dscf4216_small.jpg | https://historicbridges.org/michigan/mower/little_dscf4216.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/mower/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.327540,-83.968630 | |||||||||||||||
| 2399 | MN-36 Lexington Avenue Bridge | Very rare in Minnesota, this attractive bridge is an unaltered example of a 1930s rigid-frame overpass. The technical description of the main or most noteworthy span of the bridge is a 56 ft (17.07 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Minnesota Highway Department. | 45.010440 | -93.146490 | MN-36 | Lexington Avenue | Roseville | Ramsey County, Minnesota | Minnesota | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1938 | 0 | Unknown | Minnesota Highway Department | 4 | 6 | 56 | 17.07 | 64 | 19.51 | 60 | 18.29 | https://historicbridges.org/minnesota/mn36lexingtonave/little_mn36lexingtonave4095_small.jpg | https://historicbridges.org/minnesota/mn36lexingtonave/little_mn36lexingtonave4095.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/mn36lexingtonave/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.010440,-93.146490 | ||||||||||||||||
| 2401 | Mt. Carbon Bowstring Bridge | An extremely rare and long abandoned bowstring with excellent integrity and unique details. The technical description of the main or most noteworthy span of the bridge is a 112 ft (34.14 m) metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 40.672910 | -76.185650 | Mt. Carbon Arch Road (Abandoned Alignment) | Schuylkill River | Mt. Carbon | Schuylkill County, Pennsylvania | Pennsylvania | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Through | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | King Bridge Company of Cleveland, Ohio | 9 | 9 | 112 | 34.14 | 114 | 34.75 | 13.2 | 4.02 | https://historicbridges.org/pennsylvania/mtcarbonbowstring/little_addmtcarbonbridges_5979_small.jpg | https://historicbridges.org/pennsylvania/mtcarbonbowstring/little_addmtcarbonbridges_5979.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/mtcarbonbowstring/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.672910,-76.185650 | ||||||||||||||
| 2402 | Mt. Carbon Arch Bridge | Bridge Number 89 | Bypassing a bowstring truss back in 1925, this unusual arch bridge is beautiful, unique, and historic in its own right. The technical description of the main or most noteworthy span of the bridge is a 71 ft (21.64 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Charles E. Walton of Pottsville, Pennsylvania. | 40.672560 | -76.185580 | Mt. Carbon Arch Road (PA-2015 / LR-140) | Schuylkill River | Mt. Carbon | Schuylkill County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1925 | 0 | Charles E. Walton of Pottsville, Pennsylvania | 5 | 6 | 71 | 21.64 | 164 | 49.99 | 24 | 7.32 | https://historicbridges.org/pennsylvania/mtcarbonarch/little_addmtcarbonbridges_6015_small.jpg | https://historicbridges.org/pennsylvania/mtcarbonarch/little_addmtcarbonbridges_6015.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/mtcarbonarch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.672560,-76.185580 | ||||||||||||||
| 2404 | Mt. Cobb Highway Bridge | An example of a standard plan small-scale t-beam bridge in Pennsylvania. The technical description of the main or most noteworthy span of the bridge is a 47 ft (14.33 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. | 41.405580 | -75.437060 | Mt. Cobb Highway (PA-348) | Jones Creek | Rural | Wayne County, Pennsylvania | Pennsylvania | United States | Concrete | T-Beam | Fixed | 0 | 1 | 0 | 0 | 1940 | 0 | Unknown | Pennsylvania State Highway Department | 1 | 1 | 47 | 14.33 | 49 | 14.94 | 32.2 | 9.81 | https://historicbridges.org/pennsylvania/mtcobb/little_p1080599_small.jpg | https://historicbridges.org/pennsylvania/mtcobb/little_p1080599.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/mtcobb/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.405580,-75.437060 | ||||||||||||||||
| 2405 | Mt. Pleasant Railroad Bridge | A small railroad plate girder bridge. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. | 43.607250 | -84.783000 | Railroad (Ann Arbor Railroad) | Chippewa River | Mt. Pleasant | Isabella County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | Unknown | 1 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/mtpleasantrr/little_p1360995_small.jpg | https://historicbridges.org/michigan/mtpleasantrr/little_p1360995.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/mtpleasantrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.607250,-84.783000 | |||||||||||||
| 2406 | Muir Bridge | This is an uncommon surviving example of a concrete arch bridge construction in Michigan. The technical description of the main or most noteworthy span of the bridge is a 91 ft (27.74 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 42.994650 | -84.942280 | Prairie Street | Maple River | Muir | Ionia County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 0 | 1952 | Unknown | 4 | 6 | 91 | 27.74 | 311 | 94.79 | 22 | 6.71 | https://historicbridges.org/michigan/muir/little_img_20190925_124457_small.jpg | https://historicbridges.org/michigan/muir/little_img_20190925_124457.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/muir/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.994650,-84.942280 | |||||||||||||||
| 2407 | Mumma Ford Bridge | This two-span truss had an arch retrofit added to the superstructure. The technical description of the main or most noteworthy span of the bridge is a 114 ft (34.75 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by York Bridge Company of York, Pennsylvania. | 39.623570 | -77.299460 | Mumma Ford Road | Monocacy River | Rural | Frederick County, Maryland and Carroll County, Maryland | Maryland | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 2 | 0 | 0 | 1911 | 1988 | York Bridge Company of York, Pennsylvania | 6 | 7 | 114 | 34.75 | 229 | 69.8 | 12.5 | 3.81 | https://historicbridges.org/maryland/mummaford/little_pict3903_small.jpg | https://historicbridges.org/maryland/mummaford/little_pict3903.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/mummaford/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.623570,-77.299460 | ||||||||||||||
| 2408 | Munnell Run Private Bridge | This is a small yet attractive and unusual little pony truss. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Sharpsville Steam Boiler Works of Sharpsville, Pennsylvania, James R. Gemmill Owner. | 41.234610 | -80.237850 | Private Drive | Munnell Run | Mercer | Mercer County, Pennsylvania | Pennsylvania | United States | Metal | Double-Intersection Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Sharpsville Steam Boiler Works of Sharpsville, Pennsylvania, James R. Gemmill Owner | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/munnell/little_img_9281_small.jpg | https://historicbridges.org/pennsylvania/munnell/little_img_9281.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/munnell/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.234610,-80.237850 | ||||||||||||||
| 2409 | Murphy Bridge | Huntington County Bridge 19 | This through Parker truss displays complex geometry making it a treat for the senses! The technical description of the main or most noteworthy span of the bridge is a 197.8 ft (60.29 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Pan American Bridge Company of New Castle, Indiana. | 40.712350 | -85.453700 | CR-800 South | Salamonie River | Rural | Huntington County, Indiana | Indiana | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 11 | 1 | 0 | 0 | 1928 | 2006 | Pan American Bridge Company of New Castle, Indiana | 6 | 7 | 197.8 | 60.29 | 200 | 60.96 | 18.7 | 5.7 | https://historicbridges.org/truss/800south/little_pict6070_small.jpg | https://historicbridges.org/truss/800south/little_pict6070.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/800south/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.712350,-85.453700 | |||||||||||||
| 2410 | Murray Canal Railway Bridge | This plate girder swing bridge rests in the open position and is no longer used by trains. The technical description of the main or most noteworthy span of the bridge is a metal through girder, movable: swing, Center Pier. The bridge was primarily built by Unknown. | 44.054420 | -77.603430 | Railroad (Abandoned Railway) | Murray Canal | Rural | Northumberland County, Ontario | Ontario | Canada | Metal | Through | Girder | Movable: Swing | Center Pier | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/murray/little_p1040710_small.jpg | https://historicbridges.org/ontario/murray/little_p1040710.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/murray/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.054420,-77.603430 | |||||||||||||||
| 2412 | Murray Street Bridge | This is a beautiful example of a concrete arch bridge with substantial aesthetic details. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Frank P. Adams. | 43.131900 | -80.251260 | Murray Street | Mohawk Waterway | Brantford | Brant County, Ontario | Ontario | Canada | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1921 | 2003 | Unknown | Frank P. Adams | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/brantfordmurraystreetbridge/little_brantfordmurraystreetbridge0077_small.jpg | https://historicbridges.org/ontario/brantfordmurraystreetbridge/little_brantfordmurraystreetbridge0077.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/brantfordmurraystreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.131900,-80.251260 | ||||||||||||||
| 2413 | Murray Street Railway Overpass | This is a traditional and unaltered example of a stone arch overpass. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 43.147280 | -80.253200 | Railroad (Railink Southern Ontario) | Murray Street | Brantford | Brant County, Ontario | Ontario | Canada | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/brantfordmurraystreetrail/little_brantfordmurraystreetrailroad0095_small.jpg | https://historicbridges.org/ontario/brantfordmurraystreetrail/little_brantfordmurraystreetrailroad0095.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/brantfordmurraystreetrail/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.147280,-80.253200 | |||||||||||||||
| 2414 | Muskegon Railroad Bridge | This is the only known metal truss bridge in the county. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 43.264550 | -86.237660 | Railroad (CSX) | Muskegon River | Muskegon | Muskegon County, Michigan | Michigan | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1924 | 0 | Unknown | 5 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/muskegon/little_muskegon_small.jpg | https://historicbridges.org/michigan/muskegon/little_muskegon.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/muskegon/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.264550,-86.237660 | ||||||||||||||
| 2416 | Nahma Bridge | Turtle Island Bridge | One of the longest pony truss spans of its time, this is also one of the last surviving early state highway department truss bridges. The technical description of the main or most noteworthy span of the bridge is a 104 ft (31.7 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Joliet Bridge and Iron Company of Joliet, Illinois. The bridge was primarily designed by Michigan State Highway Department. | 45.691530 | -87.342130 | Golf Course Pathway | Golf Course Waterway | Rural | Menominee County, Michigan | Michigan | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1916 | 0 | Joliet Bridge and Iron Company of Joliet, Illinois | Michigan State Highway Department | 7 | 8 | 104 | 31.7 | 104 | 31.7 | 16.7 | 5.09 | https://historicbridges.org/michigan/sweetgrassgolfcourse3/little_sweetgrassgolfcourse3nahmabridge_0704_small.jpg | https://historicbridges.org/michigan/sweetgrassgolfcourse3/little_sweetgrassgolfcourse3nahmabridge_0704.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/sweetgrassgolfcourse3/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.691530,-87.342130 | ||||||||||||
| 2417 | ! | Nanticoke Bridge | An extremely rare surviving example of a large pin-connected truss bridge in Pennsylvania, this bridge has a span whose connection details are not the same at each end. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal multiple-type-connected Pennsylvania through truss, fixed. The bridge was primarily built by Dravo Contracting Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by David A. Keefe of Athens, Pennsylvania. | 41.214850 | -76.003290 | Broadway Street | Susquehanna River and Nanticoke Creek | Nanticoke | Luzerne County, Pennsylvania | Pennsylvania | United States | Metal | Pennsylvania | Multiple-Type-Connected | Through | Truss | Fixed | 16 | 3 | Pre-Stressed Concrete | Spread | Box Beam | Fixed | 0 | 21 | 1914 | 1987 | Dravo Contracting Company of Pittsburgh, Pennsylvania | David A. Keefe of Athens, Pennsylvania | 8 | 9 | 300 | 91.44 | 1922 | 585.83 | 21 | 6.4 | https://historicbridges.org/pennsylvania/nanticoke/little_p1080829_small.jpg | https://historicbridges.org/pennsylvania/nanticoke/little_p1080829.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/nanticoke/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.214850,-76.003290 | ||||||||
| 2418 | Napier Road Bridge | This attractive pony truss is a pleasant suprise for anyone who decides to explore this road. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 42.870080 | -81.769210 | Napier Road | Sydenham River | Rural | Middlesex County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 80 | 24.38 | 80 | 24.38 | 0 | 0 | https://historicbridges.org/ontario/napier/little_napieradd_brg_7229_small.jpg | https://historicbridges.org/ontario/napier/little_napieradd_brg_7229.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/napier/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.870080,-81.769210 | ||||||||||||||
| 2419 | Narrowsburg Bridge | This graceful arch bridge is a relatively young historic bridge, but still offers so much more than any modern bridge. The technical description of the main or most noteworthy span of the bridge is a 290 ft (88.39 m) metal Solid Ribbed deck arch, fixed. The bridge was primarily built by Unknown. | 41.609860 | -75.061860 | Hansdale and Delaware Turnpike (Beach Lake Highway / PA-652) / NY-52 (CR-24, Bridge Street) | Delaware River | Darbytown and Narrowsburg | Wayne County, Pennsylvania and Sullivan County, New York | Pennsylvania | United States | Metal | Solid Ribbed | Deck | Arch | Fixed | 0 | 1 | 0 | 2 | 1954 | 0 | Unknown | 4 | 4 | 290 | 88.39 | 426 | 129.84 | 26 | 7.92 | https://historicbridges.org/newyork/narrowsburg/little_dscf9145_small.jpg | https://historicbridges.org/newyork/narrowsburg/little_dscf9145.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/narrowsburg/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.609860,-75.061860 | |||||||||||||||
| 2422 | Nebraska Bridge | This Parker truss survives, even having its deck underwater during rainy seasons. The technical description of the main or most noteworthy span of the bridge is a 184 ft (56.08 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Ortale Construction Company. The bridge was primarily designed by Pennsylvania State Highway Department. | 41.471540 | -79.382570 | Nebraska Road (PA-3004) | Tionesta Creek | Nebraska (Rural) | Forest County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1933 | 1999 | Ortale Construction Company | Pennsylvania State Highway Department | 5 | 6 | 184 | 56.08 | 187 | 57 | 23.3 | 7.1 | https://historicbridges.org/pennsylvania/nebraska/little_pict6806_small.jpg | https://historicbridges.org/pennsylvania/nebraska/little_pict6806.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/nebraska/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.471540,-79.382570 | |||||||||||||
| 2423 | Napanee Railway Bridge | Although altered, this bridge retains attractive stone arch spans and is a landmark for Napanee. The technical description of the main or most noteworthy span of the bridge is a 55 ft (16.76 m) metal deck girder, fixed. The bridge was primarily built by Unknown. | 44.251530 | -76.945790 | Railroad (Canadian National) | Napanee River, Dundas Street, and Camden Road (CR-1) | Napanee | Lennox and Addington County, Ontario | Ontario | Canada | Metal | Deck | Girder | Fixed | 0 | 4 | Stone | Segmental | Deck | Arch | Fixed | 0 | 8 | 0 | 0 | Unknown | 4 | 6 | 55 | 16.76 | 445 | 135.64 | 0 | 0 | https://historicbridges.org/ontario/napaneerr/little_p1040980_small.jpg | https://historicbridges.org/ontario/napaneerr/little_p1040980.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/napaneerr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.251530,-76.945790 | |||||||||||
| 2425 | Nappanee Street Bridge | Elkhart County Bridge 376 | This bridge is an attractive example of its type, and when photographed, was unaltered. The technical description of the main or most noteworthy span of the bridge is a 101.4 ft (30.91 m) concrete curved t-beam, fixed. The bridge was primarily built by Unknown. | 41.679480 | -86.003340 | Nappanee Street (IN-19) | St. Joseph River | Elkhart | Elkhart County, Indiana | Indiana | United States | Concrete | Curved | T-Beam | Fixed | 0 | 5 | 0 | 0 | 1966 | 0 | Unknown | 3 | 4 | 101.4 | 30.91 | 453 | 138.07 | 54 | 16.46 | https://historicbridges.org/indiana/nappanee/little_p1430985_6_7_fused_small.jpg | https://historicbridges.org/indiana/nappanee/little_p1430985_6_7_fused.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/nappanee/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.679480,-86.003340 | |||||||||||||||
| 2426 | Neshanic Station Bridge | Two bridges crossing the river at angles to each other, this is one of the more unique pairs of truss spans in the state. The technical description of the main or most noteworthy span of the bridge is a 141 ft (42.98 m) metal pin-connected Lenticular through truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. | 40.509390 | -74.727050 | Elm Street | South Branch Raritan River | Neshanic Station | Somerset County, New Jersey | New Jersey | United States | Metal | Lenticular | Pin-Connected | Through | Truss | Fixed | 9 | 2 | 0 | 0 | 1896 | 2007 | Berlin Iron Bridge Company of East Berlin, Connecticut | 9 | 9 | 141 | 42.98 | 285 | 86.87 | 13 | 3.96 | https://historicbridges.org/newjersey/neshanicstation/little_pict5880_small.jpg | https://historicbridges.org/newjersey/neshanicstation/little_img_1730.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/neshanicstation/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.509390,-74.727050 | ||||||||||||||
| 2427 | Neshanic Station Railroad Bridge | A pin-connected truss bridge next to a historic mill sets an undisturbed, traditional scene that is today hard to find. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 40.508660 | -74.726770 | Railroad (Central Railroad of New Jersey) | South Branch Raritan River | Neshanic Station | Somerset County, New Jersey | New Jersey | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 2 | 0 | 0 | 1896 | 0 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newjersey/neshanicstationrr/little_img_1726_small.jpg | https://historicbridges.org/newjersey/neshanicstationrr/little_pict5848.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/neshanicstationrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.508660,-74.726770 | ||||||||||||||
| 2429 | Nevius Street Bridge | An extremely rare, and well-preserved example of a multi-span Whipple truss. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 40.564670 | -74.635700 | Nevius Street | Raritan River | Raritan | Somerset County, New Jersey | New Jersey | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 10 | 2 | 0 | 0 | 1886 | 2006 | Wrought Iron Bridge Company of Canton, Ohio | 8 | 9 | 150 | 45.72 | 300 | 91.44 | 17 | 5.18 | https://historicbridges.org/newjersey/nevius/little_img_1759_small.jpg | https://historicbridges.org/newjersey/nevius/little_pict5957.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/nevius/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.564670,-74.635700 | ||||||||||||||
| 2430 | Newaygo Centennial Bridge | This bridge is an example of a highway department bridge design used for larger crossings. The technical description of the main or most noteworthy span of the bridge is a 122 ft (37.19 m) metal Variable Depth deck girder, fixed. The bridge was primarily built by L. W. Lamb Company of Jackson, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 43.422850 | -85.798290 | Evergreen Drive (M-37 and M-82) | Muskegon River | Newaygo | Newaygo County, Michigan | Michigan | United States | Metal | Variable Depth | Deck | Girder | Fixed | 0 | 5 | 0 | 0 | 1952 | 2000 | L. W. Lamb Company of Jackson, Michigan | Michigan State Highway Department | 4 | 6 | 122 | 37.19 | 555 | 169.16 | 51 | 15.54 | https://historicbridges.org/michigan/m37newaygo/little_m-37muskegonr6_small.jpg | https://historicbridges.org/michigan/m37newaygo/little_m-37muskegonr6.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m37newaygo/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.422850,-85.798290 | ||||||||||||||
| 2431 | Newaygo Railroad Bridge | An impressive deck truss is a rare find in Michigan. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 43.422610 | -85.800160 | Railroad (CSX) | Muskegon River | Newaygo | Newaygo County, Michigan | Michigan | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 8 | 1 | 0 | 0 | 1902 | 1907 | American Bridge Company of New York, New York | 6 | 8 | 100 | 30.48 | 515 | 156.97 | 0 | 0 | https://historicbridges.org/michigan/newaygo/little_new2_small.jpg | https://historicbridges.org/michigan/newaygo/little_new2.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/newaygo/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.422610,-85.800160 | ||||||||||||||
| 2433 | New York Central Railroad Bridge | This vertical lift has a more boxy appearance than most. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Warren through truss, movable: vertical lift. The bridge was primarily built by McDowell Wellman of Cleveland, Ohio. | 41.494180 | -81.698090 | Railroad (New York Central) | Cuyahoga River | Cleveland | Cuyahoga County, Ohio | Ohio | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Vertical Lift | 8 | 1 | 0 | 0 | 1953 | 0 | McDowell Wellman of Cleveland, Ohio | 5 | 6 | 200 | 60.96 | 217 | 66.14 | 0 | 0 | https://historicbridges.org/ohio/newburgsouthshore/cleveland0114_small.jpg | https://historicbridges.org/ohio/newburgsouthshore/cleveland0105.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/newburgsouthshore/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.494180,-81.698090 | ||||||||||||||
| 2434 | Newcomer Road Bridge | Displaying the unusual details of its builder, this is a long example of a Wrought Iron Bridge Company pony truss span. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 40.542260 | -82.869420 | Newcomer Road (TR-135) | Whetstone Creek | Rural | Morrow County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 2000 | Wrought Iron Bridge Company of Canton, Ohio | 7 | 6 | 80 | 24.38 | 81 | 24.69 | 13.5 | 4.11 | https://historicbridges.org/ohio/newcomer5930146/little_newcomer5930146_1385_small.jpg | https://historicbridges.org/ohio/newcomer5930146/little_newcomer5930146_1385.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/newcomer5930146/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.542260,-82.869420 | ||||||||||||||
| 2435 | Newell Bridge | Wayne Six Toll Bridge | This spectacular structure is among the last remaining suspension bridges on the Ohio River. The technical description of the main or most noteworthy span of the bridge is a 742 ft (226.16 m) metal Through Truss Stiffening wire cable suspension, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Edwin Kirtland Morse of Pittsburgh, Pennsylvania. | 40.619540 | -80.589890 | Golding Street | Ohio River | East Liverpool and Newell | Columbiana County, Ohio and Hancock County, West Virginia | Ohio and West Virginia | United States | Metal | Through Truss Stiffening | Wire Cable | Suspension | Fixed | 0 | 3 | 0 | 0 | 1905 | 1954 | American Bridge Company of New York, New York | Edwin Kirtland Morse of Pittsburgh, Pennsylvania | 8 | 8 | 742 | 226.16 | 1590 | 484.63 | 20.7 | 6.31 | https://historicbridges.org/wvirginia/newell/little_dscf6121_small.jpg | https://historicbridges.org/wvirginia/newell/little_dscf6121.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/newell/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.619540,-80.589890 | |||||||||||||
| 2436 | Newfield Avenue Bridge | One of the individually unique and beautiful bridges crossing one of the most important historic highways in the country. The technical description of the main or most noteworthy span of the bridge is a 62 ft (18.9 m) concrete rigid-frame, fixed. The bridge was primarily built by Mariani Construction Company of New Haven, Connecticut. | 41.116230 | -73.535070 | Newfield Avenue | Merritt Parkway (CT-15) | Stamford | Fairfield County, Connecticut | Connecticut | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1937 | 1995 | Mariani Construction Company of New Haven, Connecticut | 6 | 6 | 62 | 18.9 | 71 | 21.64 | 30.2 | 9.2 | https://historicbridges.org/connecticut/newfield/little_img_2159_small.jpg | https://historicbridges.org/connecticut/newfield/little_img_2159.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/newfield/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.116230,-73.535070 | |||||||||||||||||
| 2438 | ! | New Bridge | One of the best and few remaining examples of its type in southern New Jersey, and built by a company with few remaining examples left nationwide. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal rivet-connected through truss, movable: swing, Center Bearing Center Pier. The bridge was primarily built by New Jersey Bridge Company of Manasquan, New Jersey. | 39.528140 | -75.450630 | New Bridge Road (CR-623) | Alloway Creek | Rural | Salem County, New Jersey | New Jersey | United States | Metal | Rivet-Connected | Through | Truss | Movable: Swing | Center Bearing Center Pier | 0 | 1 | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 0 | 1 | 1905 | 1976 | New Jersey Bridge Company of Manasquan, New Jersey | 7 | 8 | 50 | 15.24 | 153 | 46.63 | 14.4 | 4.39 | https://historicbridges.org/newjersey/newbridge623/little_dscf1783_small.jpg | https://historicbridges.org/newjersey/newbridge623/little_dscf1783.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/newbridge623/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.528140,-75.450630 | |||||||
| 2441 | New Haven Railroad Bridge | An impressive, bulky two-span through railroad truss bridge. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 41.084240 | -85.017120 | Railroad (Norfolk Southern) | Maumee River | New Haven | Allen County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 2 | 0 | 0 | 1899 | 0 | Unknown | 7 | 6 | 200 | 60.96 | 405 | 123.44 | 0 | 0 | https://historicbridges.org/truss/newhaven/little_pict5813_small.jpg | https://historicbridges.org/truss/newhaven/little_pict5813.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/newhaven/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.084240,-85.017120 | ||||||||||||||
| 2442 | New Hope - Lambertville Bridge | This is a long, multi-span example of a threatened historic bridge type. The technical description of the main or most noteworthy span of the bridge is a 171 ft (52.12 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Shoemaker Bridge Company of Pottstown, Pennsylvania. | 40.364890 | -74.948820 | Bridge Street | Delaware River | New Hope and Lambertville | Bucks County, Pennsylvania and Hunterdon County, New Jersey | New Jersey and Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 9 | 6 | 0 | 0 | 1904 | 2004 | Shoemaker Bridge Company of Pottstown, Pennsylvania | 8 | 7 | 171 | 52.12 | 1053 | 320.95 | 20.3 | 6.19 | https://historicbridges.org/newjersey/lambertville/little_pict5563_small.jpg | https://historicbridges.org/newjersey/lambertville/little_pict5563.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/lambertville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.364890,-74.948820 | ||||||||||||||
| 2443 | New Kensington Bridge | C. L. Schmitt Bridge | One of the spectacular greater landmark historic bridges in the greater Pittsburgh area . The technical description of the main or most noteworthy span of the bridge is a 370 ft (112.78 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Allegheny County Department of Public Works. | 40.564120 | -79.772460 | 9th Street (PA-56) | Allegheny River | New Kensington | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 11 | 3 | 0 | 11 | 1927 | 1989 | American Bridge Company of New York, New York | Allegheny County Department of Public Works | 7 | 7 | 370 | 112.78 | 1528 | 465.73 | 27.6 | 8.41 | https://historicbridges.org/truss/nkensington/P1010006_small.jpg | https://historicbridges.org/truss/nkensington/little_visit2009_17.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/nkensington/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.564120,-79.772460 | ||||||||||||
| 2444 | New Lothrop Road Bridge | A traditional and representative example of a mid-20th century stringer in Michigan. The technical description of the main or most noteworthy span of the bridge is a 56.8 ft (17.31 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Raff and Dexter of Lansing, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 42.828250 | -83.964220 | New Lothrop Road | Shiawassee River | Rural | Shiawassee County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 0 | 0 | 1955 | 0 | Raff and Dexter of Lansing, Michigan | Michigan State Highway Department | 1 | 2 | 56.8 | 17.31 | 138.8 | 42.31 | 23 | 7.01 | https://historicbridges.org/michigan/newlothrop/little_dscf0182_small.jpg | https://historicbridges.org/michigan/newlothrop/little_dscf0182.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/newlothrop/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.828250,-83.964220 | ||||||||||||||||
| 2445 | New Milford Bridge | Veterans Bridge | This attractive bridge is noted for a relatively large simple span and also for its unusually extensive use of built-up beams. The technical description of the main or most noteworthy span of the bridge is a 325 ft (99.06 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 41.575060 | -73.415470 | US-202 | Housatonic River | New Milford | Litchfield County, Connecticut | Connecticut | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 13 | 1 | 0 | 0 | 1953 | 2000 | Unknown | 4 | 5 | 325 | 99.06 | 332 | 101.19 | 30 | 9.14 | https://historicbridges.org/connecticut/newmilford/little_img_2481_small.jpg | https://historicbridges.org/connecticut/newmilford/little_img_2481.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/newmilford/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.575060,-73.415470 | |||||||||||||
| 2446 | New Ontario Road Bridge | This bridge could use some paint but is otherwise an attractive truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 43.131760 | -81.552240 | New Ontario Road | Ausable River | Rural | Middlesex County, Ontario | Ontario | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/newontario/little_p1550111_small.jpg | https://historicbridges.org/ontario/newontario/little_p1550111.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/newontario/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.131760,-81.552240 | |||||||||||
| 2447 | New Richmond Bridge | 57th Street Bridge | The longest pony truss in Michigan, possibly the oldest swing bridge in the United States, and an extremely rare pinned Warren truss! The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) metal pin-connected Warren pony truss, movable: swing, Center Pier. The bridge was primarily built by Milwaukee Bridge and Iron Works of Milwaukee, Wisconsin. | 42.651420 | -86.106730 | 57th Street (Old Allegan Road) | Kalamazoo River | New Richmond | Allegan County, Michigan | Michigan | United States | Metal | Warren | Pin-Connected | Pony | Truss | Movable: Swing | Center Pier | 0 | 1 | Metal | Warren | Pony | Truss | Fixed | 0 | 9 | 1879 | 2005 | Milwaukee Bridge and Iron Works of Milwaukee, Wisconsin | 10 | 10 | 72 | 21.95 | 422 | 128.63 | 11.8 | 3.6 | https://historicbridges.org/truss/57th/little_57bridgeside_small.jpg | https://historicbridges.org/truss/57th/little_57bridgeside.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/57th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.651420,-86.106730 | |||||||
| 2448 | New Richmond Railroad Bridge | This deck plate girder is an old swing bridge that had its mechanics removed. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, movable: swing, Bobtail. The bridge was primarily built by American Bridge Company of New York, New York. | 42.651410 | -86.107250 | Railroad (CSX) | Kalamazoo River | New Richmond | Allegan County, Michigan | Michigan | United States | Metal | Deck | Girder | Movable: Swing | Bobtail | 0 | 6 | 0 | 0 | 1907 | 0 | American Bridge Company of New York, New York | 2 | 3 | 0 | 0 | 435 | 132.59 | 8 | 2.44 | https://historicbridges.org/other/newrichmondrr/little_brg_9726_7_8v_small.jpg | https://historicbridges.org/other/newrichmondrr/little_brg_9726_7_8v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/newrichmondrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.651410,-86.107250 | |||||||||||||||
| 2449 | New Richmond Railroad Overpass | A good example of a railroad steel stringer built by the King Bridge Company of Cleveland, Ohio. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 42.652370 | -86.107100 | Railroad (CSX) | 57th Street (Old Allegan Road) | New Richmond | Allegan County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1907 | 0 | King Bridge Company of Cleveland, Ohio | 1 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/beam/newrichmondrr/bkg_ottawa33_small.jpg | https://historicbridges.org/beam/newrichmondrr/ottawa084.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=beam/newrichmondrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.652370,-86.107100 | |||||||||||||||||
| 2451 | New Youngs Point Bridge | This is an uncommon example of a multi-span pony truss. The technical description of the main or most noteworthy span of the bridge is a 108.3 ft (33.01 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. | 44.487360 | -78.234440 | Highway 28 | Otonabee River (Trent-Severn Waterway) | Youngs Point | Peterborough County, Ontario | Ontario | Canada | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 7 | 2 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1954 | 2006 | Unknown | 5 | 5 | 108.3 | 33.01 | 316.3 | 96.41 | 0 | 0 | https://historicbridges.org/ontario/youngspointnew/little_p1580587_small.jpg | https://historicbridges.org/ontario/youngspointnew/little_p1580587.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/youngspointnew/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.487360,-78.234440 | |||||||||||
| 2452 | New Wilson's Bridge | With substantial architectural details, this is a beautiful example of a concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 102 ft (31.09 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 39.657250 | -77.847880 | National Pike (US-40) | Conococheague Creek | Rural | Washington County, Maryland | Maryland | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1936 | 0 | Unknown | 6 | 7 | 102 | 31.09 | 370 | 112.78 | 44 | 13.41 | https://historicbridges.org/maryland/wilsonnew/little_img_4493_small.jpg | https://historicbridges.org/maryland/wilsonnew/little_img_4493.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/wilsonnew/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.657250,-77.847880 | |||||||||||||||
| 2453 | Newhall Bridge | One of three bridges on this section of Sheridan Road that are noted for a decorative stone arch facing. The technical description of the main or most noteworthy span of the bridge is a 44 ft (13.41 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.141650 | -87.755550 | Sheridan Road | Ravine Number 2 | Glencoe | Cook County, Illinois | Illinois | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 0 | 0 | 1923 | 1979 | Unknown | 5 | 5 | 44 | 13.41 | 128.6 | 39.2 | 30 | 9.14 | https://historicbridges.org/illinois/sheridanmiddle/little_sheridanmiddle1788_small.jpg | https://historicbridges.org/illinois/sheridanmiddle/little_sheridanmiddle1788.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/sheridanmiddle/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.141650,-87.755550 | |||||||||||||||||
| 2454 | Newport Bridge | This is an uncommon surviving multi-span example of its type in Pennsylvania. The technical description of the main or most noteworthy span of the bridge is a 172 ft (52.43 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. | 40.479010 | -77.128140 | Red Hill Road (Market Street, PA-34) | Juniata River | Newport | Perry County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 9 | 4 | 0 | 0 | 1934 | 0 | Unknown | Pennsylvania State Highway Department | 6 | 6 | 172 | 52.43 | 691 | 210.62 | 23 | 7.01 | https://historicbridges.org/pennsylvania/rt34juniatanewport/little_rt34juniatanewport005_small.jpg | https://historicbridges.org/pennsylvania/rt34juniatanewport/little_rt34juniatanewport005.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rt34juniatanewport/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.479010,-77.128140 | |||||||||||||
| 2455 | Newtown Turnpike Bridge | One of the individually unique and beautiful bridges crossing one of the most important historic highways in the country. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Louis J. Bacco Construction Company of Stamford, Connecticut. | 41.163340 | -73.383460 | Newtown Turnpike | Merritt Parkway (CT-15) | Westport | Fairfield County, Connecticut | Connecticut | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1939 | 0 | Louis J. Bacco Construction Company of Stamford, Connecticut | 6 | 6 | 45 | 13.72 | 115.2 | 35.11 | 41 | 12.5 | https://historicbridges.org/connecticut/newtown/little_img_2232_small.jpg | https://historicbridges.org/connecticut/newtown/little_img_2232.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/newtown/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.163340,-73.383460 | |||||||||||||||
| 2456 | New York Street Memorial Bridge | This unique bridge was designed as a beautiful memorial to World War I veterans. The technical description of the main or most noteworthy span of the bridge is a 67.6 ft (20.6 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by John Ward Company of Aurora, Illinois. The bridge was primarily designed by Seidel Studios of Chicago, Illinois and Engineering Service Company of Aurora, Illinois. | 41.758960 | -88.313640 | New York Street | Fox River | Aurora | Kane County, Illinois | Illinois | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 9 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1931 | 0 | John Ward Company of Aurora, Illinois | Seidel Studios of Chicago, Illinois and Engineering Service Company of Aurora, Illinois | 6 | 7 | 67.6 | 20.6 | 670 | 204.22 | 46 | 14.02 | https://historicbridges.org/illinois/newyorkmemorial/little_p1170703_small.jpg | https://historicbridges.org/illinois/newyorkmemorial/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/newyorkmemorial/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.758960,-88.313640 | |||||||||||
| 2458 | Niagara Hydro Canal Middle Railway Bridge | One of three remaining concrete arch bridges over the Niagara Hydro Canal. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 43.120770 | -79.084180 | Railroad (Abandoned Niagara, St. Catharines and Toronto Railway) | Niagara Hydro Canal | Niagara Falls | Niagara Region, Ontario | Ontario | Canada | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1919 | 0 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/hydrocanalrrmiddle/little_hydrocanalrrmiddle0317_small.jpg | https://historicbridges.org/ontario/hydrocanalrrmiddle/little_hydrocanalrrmiddle0317.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/hydrocanalrrmiddle/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.120770,-79.084180 | |||||||||||||||
| 2459 | Niagara Hydro Canal Northern Railway Bridge | One of three remaining concrete arch bridges over the Niagara Hydro Canal. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 43.124060 | -79.081990 | Railroad (Canadian National) | Niagara Hydro Canal | Niagara Falls | Niagara Region, Ontario | Ontario | Canada | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1920 | 0 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/hydrocanalrrnorth/little_hydrocanalrrnorth0322_small.jpg | https://historicbridges.org/ontario/hydrocanalrrnorth/little_hydrocanalrrnorth0322.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/hydrocanalrrnorth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.124060,-79.081990 | |||||||||||||||
| 2460 | Niagara Parkway Black Creek Bridge | With ornate metal railing panels and a stone facing on the arch, this is a very beautiful bridge. The technical description of the main or most noteworthy span of the bridge is a concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 42.980920 | -79.023560 | Niagara Parkway | Black Creek | Fort Erie | Niagara Region, Ontario | Ontario | Canada | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/niagaraparkwayblackcreek/little_niagaraparkwayblackcreek0588_small.jpg | https://historicbridges.org/ontario/niagaraparkwayblackcreek/little_niagaraparkwayblackcreek0588.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/niagaraparkwayblackcreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.980920,-79.023560 | |||||||||||||||
| 2461 | Nichols Road Bridge | One of the best representative examples in a group of bridges in the county that exhibit an unusual variation of a standard plan. The technical description of the main or most noteworthy span of the bridge is a 44 ft (13.41 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 43.005080 | -83.890700 | Nichols Road | Misteguay Creek | Rural | Genesee County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1930 | 0 | Unknown | 2 | 2 | 44 | 13.41 | 45 | 13.72 | 30 | 9.14 | https://historicbridges.org/michigan/nichols/little_dscf9724_small.jpg | https://historicbridges.org/michigan/nichols/little_dscf9724.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/nichols/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.005080,-83.890700 | |||||||||||||||||
| 2463 | Niles Road Bridge | This culvert-like bridge is the type of bridge that hardly anyone even knows is there, yet it was designed to look nice. The technical description of the main or most noteworthy span of the bridge is a 32.8 ft (10 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. | 42.044310 | -86.440150 | Niles Road (M-63) | Yellow Creek | Rural | Berrien County, Michigan | Michigan | United States | Concrete | T-Beam | Fixed | 0 | 1 | 0 | 0 | 1949 | 0 | Unknown | 1 | 2 | 32.8 | 10 | 32.8 | 10 | 42.7 | 13.01 | https://historicbridges.org/michigan/nilesroad/bkg_07photos022_small.jpg | https://historicbridges.org/michigan/nilesroad/07photos038.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/nilesroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.044310,-86.440150 | |||||||||||||||||
| 2465 | Nickelsen Creek Private Bridge 2 | This small riveted pony truss serves a private drive. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on a private drive. | 40.890090 | -85.043980 | Private Drive | Nickelsen Creek | Rural | Adams County, Indiana | Indiana | United States | This bridge is on a private drive. | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/indiana/nickelsencreekbridge2/little_nickelsencreekbridge2_1888_small.jpg | https://historicbridges.org/indiana/nickelsencreekbridge2/little_nickelsencreekbridge2_1888.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/nickelsencreekbridge2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.890090,-85.043980 | |||||||||||||
| 2466 | Niles Railroad Bridge | Both unusual and impressive, this is a large four-span structure. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal pin-connected Baltimore deck truss, fixed. The bridge was primarily built by Detroit Bridge and Iron Works of Detroit, Michigan. | 41.835330 | -86.259800 | Railroad (Amtrak and Norfolk Southern) | St. Joseph River and US-31 BR | Niles | Berrien County, Michigan | Michigan | United States | Metal | Baltimore | Pin-Connected | Deck | Truss | Fixed | 8 | 4 | Metal | Deck | Girder | Fixed | 0 | 3 | 1899 | 1983 | Detroit Bridge and Iron Works of Detroit, Michigan | 7 | 9 | 110 | 33.53 | 640 | 195.07 | 0 | 0 | https://historicbridges.org/truss/niles/little_nilesrr058_small.jpg | https://historicbridges.org/truss/niles/little_nilesrr058.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/niles/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.835330,-86.259800 | ||||||||||
| 2467 | Nishisakawick Creek Bridge | An example of a distinctive early 20th century truss bridge form. The technical description of the main or most noteworthy span of the bridge is a 57 ft (17.37 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 40.523750 | -75.063060 | River Road | Nishisakawick Creek | Frenchtown | Hunterdon County, New Jersey | New Jersey | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 1994 | Unknown | 5 | 4 | 57 | 17.37 | 57 | 17.37 | 14 | 4.27 | https://historicbridges.org/newjersey/nishisakawick/little_img_1622_small.jpg | https://historicbridges.org/newjersey/nishisakawick/little_img_1622.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/nishisakawick/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.523750,-75.063060 | ||||||||||||||
| 2468 | Nithvale Bridge | Nith Road Bridge | Located in a scenic wooded setting is this abandoned and ancient truss bridge. The technical description of the main or most noteworthy span of the bridge is a 98.4 ft (29.99 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 43.284190 | -80.462630 | Nith Road | Nith River | Ayr | Waterloo Region, Ontario | Ontario | Canada | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Deck | Girder | Fixed | 0 | 1 | 1883 | 1914 | Unknown | 7 | 7 | 98.4 | 29.99 | 0 | 0 | 16.4 | 5 | https://historicbridges.org/ontario/nith/little_pict6987_small.jpg | https://historicbridges.org/ontario/nith/little_pict6987.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/nith/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.284190,-80.462630 | |||||||||
| 2469 | Nokomis Avenue Bridge | This concrete t-beam bridge has an arch-shaped fascia beam to make it look like a concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 36 ft (10.97 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. | 44.919040 | -93.228370 | Nokomis Avenue | Minnehaha Creek | Minneapolis | Hennepin County, Minnesota | Minnesota | United States | Concrete | T-Beam | Fixed | 0 | 1 | 0 | 0 | 1921 | 0 | Unknown | 4 | 6 | 36 | 10.97 | 41 | 12.5 | 30 | 9.14 | https://historicbridges.org/minnesota/nokomisave/little_nokomisave3576_small.jpg | https://historicbridges.org/minnesota/nokomisave/little_nokomisave3576.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/nokomisave/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.919040,-93.228370 | |||||||||||||||||
| 2471 | Norfolk Railroad Bascule Bridges | These are two very large bascule spans, and one still operates. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Unknown. | 36.839720 | -76.274790 | Railroad (Norfolk Southern) | Eastern Branch Elizabeth River | Norfolk | Norfolk Independent City, Virginia | Virginia | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Single Leaf Bascule | Rolling Lift | 0 | 1 | Metal | Through | Girder | Fixed | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/virginia/norfolkrail/1bkg_hbme_010_small.jpg | https://historicbridges.org/virginia/norfolkrail/1hbme_037.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/norfolkrail/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.839720,-76.274790 | |||||||||
| 2472 | Norfolk Southern Cuyahoga River Bridge | Nickel Plate Road High Level Bridge | This bridge features an impressive elevated approach system that includes additional truss spans. The technical description of the main or most noteworthy span of the bridge is a 267 ft (81.38 m) metal rivet-connected Parker through truss, movable: vertical lift. The bridge was primarily built by Koch Steel Erecting Company of New York, New York and Mount Vernon Bridge Company of Mount Vernon, Ohio. The bridge was primarily designed by Hardesty and Hanover of New York, New York. | 41.486630 | -81.691700 | Railroad (Norfolk Southern) | Cuyahoga River | Cleveland | Cuyahoga County, Ohio | Ohio | United States | Metal | Parker | Rivet-Connected | Through | Truss | Movable: Vertical Lift | 9 | 1 | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 0 | 1957 | 0 | Koch Steel Erecting Company of New York, New York and Mount Vernon Bridge Company of Mount Vernon, Ohio | Hardesty and Hanover of New York, New York | 7 | 8 | 267 | 81.38 | 3010 | 917.45 | 0 | 0 | https://historicbridges.org/ohio/clevelandrr4/bkg_cleveland407_small.jpg | https://historicbridges.org/ohio/clevelandrr4/cleveland0966.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/clevelandrr4/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.486630,-81.691700 | ||||||
| 2473 | Norman Road Bridge | This bridge has a distinctive pier detail and built-up riveted stringers. The technical description of the main or most noteworthy span of the bridge is a 72.8 ft (22.19 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 43.092490 | -82.618050 | Norman Road | Black River | Rural | St. Clair County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | 1935 | 0 | Unknown | 2 | 2 | 72.8 | 22.19 | 150 | 45.72 | 24 | 7.32 | https://historicbridges.org/michigan/norman/little_dscf1723_small.jpg | https://historicbridges.org/michigan/norman/little_dscf1723.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/norman/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.092490,-82.618050 | |||||||||||||||||
| 2474 | Normans Kill Ravine Bridge | Normanskill Farm Bridge | With cast iron floor beams, this is one of the most intact Whipple arch bridges remaining and one of the oldest metal bridges in the country. The technical description of the main or most noteworthy span of the bridge is a 109.8 ft (33.47 m) metal (cast iron) Bowstring through truss, fixed. The bridge was primarily built by Simon DeGraff of Syracuse, New York. The bridge was primarily designed by Squire Whipple. Special note about bridge location: This bridge and road are part of Albany State Police K-9 Training Center. However it appears that pedestrians are allowed to walk on the bridge. | 42.635780 | -73.800480 | Mill Road | Normans Kill Ravine | Albany | Albany County, New York | New York | United States | This bridge and road are part of Albany State Police K-9 Training Center. However it appears that pedestrians are allowed to walk on the bridge. | Metal (Cast Iron) | Bowstring | Through | Truss | Fixed | 0 | 1 | 0 | 0 | 1867 | 0 | Simon DeGraff of Syracuse, New York | Squire Whipple | 10 | 10 | 109.8 | 33.47 | 113 | 34.44 | 17.2 | 5.24 | https://historicbridges.org/newyork/normanskill/little_p1070842_small.jpg | https://historicbridges.org/newyork/normanskill/little_p1070842.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/normanskill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.635780,-73.800480 | ||||||||||||
| 2475 | Normandy Road Railroad Overpass | One of a group of similar railroad over highway bridges in the county associated with a significant project. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by A. Guthrie and Company of St. Paul, Minnesota. | 42.525000 | -83.176944 | Railroad (Canadian National) | Normandy Road | Royal Oak | Oakland County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 2 | 1930 | 0 | A. Guthrie and Company of St. Paul, Minnesota | 2 | 5 | 30 | 9.14 | 83 | 25.3 | 0 | 0 | https://historicbridges.org/michigan/oakland_normandy/little_pict2075_small.jpg | https://historicbridges.org/michigan/oakland_normandy/little_pict2075.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/oakland_normandy/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.525000,-83.176944 | |||||||||||||||||
| 2476 | North Avenue Bridge | One of the individually unique and beautiful bridges crossing one of the most important historic highways in the country. The technical description of the main or most noteworthy span of the bridge is a 63.8 ft (19.45 m) concrete rigid-frame, fixed. The bridge was primarily built by Peter Mitchell Construction Company of Greenwich, Connecticut. | 41.168420 | -73.342200 | North Avenue | Merritt Parkway (CT-15) | Westport | Fairfield County, Connecticut | Connecticut | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1939 | 0 | Peter Mitchell Construction Company of Greenwich, Connecticut | 6 | 6 | 63.8 | 19.45 | 66.9 | 20.39 | 26.2 | 7.99 | https://historicbridges.org/connecticut/north/little_img_2278_small.jpg | https://historicbridges.org/connecticut/north/little_img_2278.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/north/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.168420,-73.342200 | |||||||||||||||||
| 2477 | North Avenue Bridge | This unusual bridge has an intersection on it in the middle where it touches the tip of Hurds Island. The technical description of the main or most noteworthy span of the bridge is a 74.2 ft (22.62 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 41.752500 | -88.322220 | North Avenue | Fox River | Aurora | Kane County, Illinois | Illinois | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 6 | 0 | 0 | 1926 | 2002 | Unknown | 5 | 6 | 74.2 | 22.62 | 546 | 166.42 | 36 | 10.97 | https://historicbridges.org/illinois/auroranorthavenue/little_p1450222_small.jpg | https://historicbridges.org/illinois/auroranorthavenue/little_p1450222.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/auroranorthavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.752500,-88.322220 | |||||||||||||||
| 2479 | North Avenue Railroad Overpass | A representative example of a typical railroad overpass in Aurora. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. | 41.751870 | -88.321030 | Railroad (BNSF) | North Avenue | Aurora | Kane County, Illinois | Illinois | United States | Concrete | Slab | Fixed | 0 | 4 | 0 | 0 | 0 | 0 | Unknown | 1 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/auroranorthavenuerr/little_p1450168_small.jpg | https://historicbridges.org/illinois/auroranorthavenuerr/little_p1450168.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/auroranorthavenuerr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.751870,-88.321030 | |||||||||||||||||
| 2480 | Cherry Avenue Bridge | Bridge Number Z-2 | This extremely rare bobtail swing bridge, restored and open to the non-motorized traffic, is the most unusual and significant swing bridge in Cook County. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal pin-connected Pratt through truss, movable: swing, Bobtail. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. | 41.910140 | -87.655510 | Railroad (Baltimore and Ohio Chicago Terminal Railroad) and Non-Motorized Walkway | North Branch Chicago River | Chicago | Cook County, Illinois | Illinois | United States | Metal | Pratt | Pin-Connected | Through | Truss | Movable: Swing | Bobtail | 0 | 1 | 0 | 0 | 1902 | 2009 | Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin | 9 | 8 | 120 | 36.58 | 230 | 70.1 | 0 | 0 | https://historicbridges.org/illinois/northrr/little_p1300048_small.jpg | https://historicbridges.org/illinois/northrr/little_p1300233.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/northrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.910140,-87.655510 | ||||||||||||
| 2481 | Cherry Street Bridge | Ship Channel Bridge | This massive bridge is an extremely rare Canadian example of this noteworthy bascule design. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. | 43.641290 | -79.349080 | Cherry Street | Ship Channel | Toronto | Toronto City, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 0 | 1 | 0 | 0 | 1930 | 2013 | Dominion Bridge Company of Montréal, Québec | Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois | 7 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/cherrystreet/little_cherrystreet1049_small.jpg | https://historicbridges.org/ontario/cherrystreet/little_cherrystreet1049.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/cherrystreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.641290,-79.349080 | ||||||||||||
| 2482 | North Canal Bridge | A small, lightweight pony truss that likely was originally built for the use of area mills and industry. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 42.706300 | -71.154840 | Access Road | North Canal | Lawrence | Essex County, Massachusetts | Massachusetts | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 8 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/massachusetts/northcanal/little_pict6511_small.jpg | https://historicbridges.org/massachusetts/northcanal/little_pict6511.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/northcanal/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.706300,-71.154840 | ||||||||||||||
| 2483 | North Canal Railroad Bridge | A short but massive, heavilly skewed railroad bridge was restored for pedestrians. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 42.706310 | -71.154380 | Railroad (Rail-Trail) | North Canal | Lawrence | Essex County, Massachusetts | Massachusetts | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/massachusetts/northcanalrr/little_img_1886_small.jpg | https://historicbridges.org/massachusetts/northcanalrr/little_pict6493.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/northcanalrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.706310,-71.154380 | ||||||||||||||
| 2484 | North Cass Street Bridge | An early pre-stressed concrete structure with attractive and unaltered railings. The technical description of the main or most noteworthy span of the bridge is a 59.7 ft (18.2 m) pre-stressed concrete Adjacent box beam, fixed. The bridge was primarily built by W. H. Harvie. | 44.764760 | -85.621040 | North Cass Street | Boardman River | Traverse City | Grand Traverse County, Michigan | Michigan | United States | Pre-Stressed Concrete | Adjacent | Box Beam | Fixed | 0 | 1 | 0 | 0 | 1960 | 0 | W. H. Harvie | 1 | 1 | 59.7 | 18.2 | 59.7 | 18.2 | 24 | 7.32 | https://historicbridges.org/michigan/traverse_cass_north/little_dscf4484_small.jpg | https://historicbridges.org/michigan/traverse_cass_north/little_dscf4484.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/traverse_cass_north/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.764760,-85.621040 | ||||||||||||||||
| 2486 | North Custer Road Railroad Overpass | One of three concrete encased deck plate girder overpasses on this stretch of railroad in Monroe and Lenawee Counties. The technical description of the main or most noteworthy span of the bridge is a 47 ft (14.33 m) metal (concrete encased) deck girder, fixed. The bridge was primarily built by Unknown. | 41.970530 | -83.583900 | Railroad (Canadian National) | North Custer Road | Rural | Monroe County, Michigan | Michigan | United States | Metal (Concrete Encased) | Deck | Girder | Fixed | 0 | 1 | 0 | 0 | 1925 | 0 | Unknown | 2 | 3 | 47 | 14.33 | 61.4 | 18.71 | 0 | 0 | https://historicbridges.org/michigan/northcuster/little_p1100559_small.jpg | https://historicbridges.org/michigan/northcuster/little_p1100559.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/northcuster/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.970530,-83.583900 | ||||||||||||||||
| 2487 | North Grand River Avenue Bridge | The last remaining arch bridge in Ingham County and one of a shrinking number of multi-span arch bridges statewide, this bridge was rehabilitated, but with disappointing loss of its attractive R4 railings. The technical description of the main or most noteworthy span of the bridge is a 72.8 ft (22.19 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 42.750150 | -84.555290 | North Grand River Avenue | Grand River | Lansing | Ingham County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1924 | 2021 | Unknown | 5 | 7 | 72.8 | 22.19 | 205 | 62.48 | 35.8 | 10.91 | https://historicbridges.org/michigan/northgrandriver/little_p1000104_small.jpg | https://historicbridges.org/michigan/northgrandriver/little_p1000104.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/northgrandriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.750150,-84.555290 | |||||||||||||||
| 2489 | North Milford Road Bridge | A very small stone arch bridge in good condition. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 40.056320 | -75.688390 | North Milford Road | Shamona Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/nmilfordrd/little_nmilfordrd002_small.jpg | https://historicbridges.org/pennsylvania/nmilfordrd/little_nmilfordrd002.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/nmilfordrd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.056320,-75.688390 | |||||||||||||||
| 2490 | North Shore Drive Bridge | Ox Creek Bridge | With very long railing panels, this is an early and unusual example of a cast-in-place culvert. The technical description of the main or most noteworthy span of the bridge is a 9 ft (2.74 m) concrete continuous culvert, fixed. The bridge was primarily built by Unknown. | 42.121080 | -86.454510 | North Shore Drive | Ox Creek | Benton Harbor | Berrien County, Michigan | Michigan | United States | Concrete | Culvert | Fixed | 0 | Continuous | 2 | Metal | Culvert | Fixed | 0 | 1 | 1939 | 0 | Unknown | 1 | 3 | 9 | 2.74 | 25 | 7.62 | 36 | 10.97 | https://historicbridges.org/michigan/northshore/little_5162011_193_small.jpg | https://historicbridges.org/michigan/northshore/little_5162011_193.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/northshore/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.121080,-86.454510 | ||||||||||||
| 2493 | ! | Northern Avenue Bridge | This beautiful, yet unusual bridge features four truss lines and vertical endposts. The technical description of the main or most noteworthy span of the bridge is a 283 ft (86.26 m) metal pin-connected Pratt through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Unknown. | 42.354500 | -71.049430 | Northern Avenue | Fort Point Channel | Boston | Suffolk County, Massachusetts | Massachusetts | United States | Metal | Pratt | Pin-Connected | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 0 | 1 | 0 | 4 | 1908 | 0 | Unknown | 8 | 8 | 283 | 86.26 | 0 | 0 | 80 | 24.38 | https://historicbridges.org/massachusetts/northern/little_pict6053_small.jpg | https://historicbridges.org/massachusetts/northern/little_pict6053.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/northern/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.354500,-71.049430 | ||||||||||||
| 2494 | Northland Drive Railroad Bridge | A traditionally composed example of a plate girder railroad grade separation. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 43.528490 | -85.441990 | Railroad (White Pine Rail-Trail) | Northland Drive (Old US-131) | Rural | Mecosta County, Michigan | Michigan | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1931 | 0 | Unknown | 1 | 2 | 72 | 21.95 | 72 | 21.95 | 0 | 0 | https://historicbridges.org/michigan/whitepinetrail/little_white_pine_tr_northland_dr_9_small.jpg | https://historicbridges.org/michigan/whitepinetrail/little_white_pine_tr_northland_dr_9.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/whitepinetrail/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.528490,-85.441990 | ||||||||||||||||
| 2495 | Northern Pacific Bridge Number 9 | Bohemian Flats Bridge | Long ago, this bridge had a third truss line added in the middle, an unusual and historical alteration. The technical description of the main or most noteworthy span of the bridge is a 245 ft (74.68 m) metal pin-connected Pratt deck truss, fixed. The bridge was primarily built by Edge Moor Bridge Works of Wilmington, Delaware and Charles Frederick Loweth. The bridge was primarily designed by Onward Bates. | 44.977570 | -93.241100 | Railroad (Dinkytown Trail Rail-Trail) | Mississippi River | Minneapolis | Hennepin County, Minnesota | Minnesota | United States | Metal | Pratt | Pin-Connected | Deck | Truss | Fixed | 0 | 2 | Metal | Deck | Girder | Fixed | 0 | 5 | 1885 | 1923 | Edge Moor Bridge Works of Wilmington, Delaware and Charles Frederick Loweth | Onward Bates | 7 | 7 | 245 | 74.68 | 952 | 290.17 | 24 | 7.32 | https://historicbridges.org/minnesota/10thavenuerr/little_10thavenuerr0846_small.jpg | https://historicbridges.org/minnesota/10thavenuerr/little_10thavenuerr0846.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/10thavenuerr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.977570,-93.241100 | ||||||||
| 2497 | North Park Street Bridge | Part of a bittersweet tale, this was once part of one of a giant multi-span truss bridge north of this park. The technical description of the main or most noteworthy span of the bridge is a 116 ft (35.36 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by New Jersey Bridge Company of Manasquan, New Jersey. | 43.013170 | -85.671010 | Riverside Park Drive | Grand River Inlet | Grand Rapids | Kent County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1903 | 1991 | New Jersey Bridge Company of Manasquan, New Jersey | 7 | 7 | 116 | 35.36 | 116 | 35.36 | 19 | 5.79 | https://historicbridges.org/truss/northpark/bkg_snowy57_small.jpg | https://historicbridges.org/truss/northpark/snowy181.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/northpark/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.013170,-85.671010 | ||||||||||||||
| 2498 | North Road Bridge | This is a short, but old and intact example of its particular design. The technical description of the main or most noteworthy span of the bridge is a 33.8 ft (10.3 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by E. H. Shuttleworth. The bridge was primarily designed by Michigan State Highway Department. | 42.815150 | -83.727610 | North Road | Shiawassee River | Fenton | Genesee County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1928 | 0 | E. H. Shuttleworth | Michigan State Highway Department | 2 | 3 | 33.8 | 10.3 | 34.8 | 10.61 | 30 | 9.14 | https://historicbridges.org/michigan/north/little_pict7562_small.jpg | https://historicbridges.org/michigan/north/little_pict7562.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/north/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.815150,-83.727610 | ||||||||||||||||
| 2499 | Perrine Road Bridge | Gratiot Avenue Bridge / North Saginaw Road Bridge | A large Parker pony truss with great historic significance, which has moved two times! The technical description of the main or most noteworthy span of the bridge is a 108.6 ft (33.1 m) metal rivet-connected Parker pony truss, fixed. The bridge was primarily built by Sarnia Bridge Company of Sarnia, Ontario. The bridge was primarily designed by Michigan State Highway Department. | 43.672850 | -84.277160 | Perrine Road | Sturgeon Creek | Rural | Midland County, Michigan | Michigan | United States | Metal | Parker | Rivet-Connected | Pony | Truss | Fixed | 8 | 1 | 0 | 0 | 1920 | 2001 | Sarnia Bridge Company of Sarnia, Ontario | Michigan State Highway Department | 6 | 7 | 108.6 | 33.1 | 112 | 34.14 | 27 | 8.23 | https://historicbridges.org/truss/nsaginaw/little_addperrine_1078_small.jpg | https://historicbridges.org/truss/nsaginaw/little_addperrine_1072.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/nsaginaw/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.672850,-84.277160 | ||||||||||||
| 2501 | North Street Bridge | Located in a historic district, this bridge clearly shows the style of its builder. The technical description of the main or most noteworthy span of the bridge is a 96 ft (29.26 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. | 39.814490 | -79.031910 | North Street | Flaugherty Creek | Meyersdale | Somerset County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1890 | 1975 | Groton Bridge Company of Groton, New York | 7 | 7 | 96 | 29.26 | 97 | 29.57 | 14.8 | 4.51 | https://historicbridges.org/pennsylvania/northstreetmeyersdale/bkg_swpenn1227_small.jpg | https://historicbridges.org/pennsylvania/northstreetmeyersdale/swpenn072786.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/northstreetmeyersdale/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.814490,-79.031910 | ||||||||||||||
| 2502 | North Union Street Bridge | One of several older bridges in Traverse City with attractive and unaltered railings. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal stringer (multi-beam), fixed. The bridge was primarily built by B. H. Sargent of Grand Rapids, Michigan. | 44.764722 | -85.623611 | North Union Street | Boardman River | Traverse City | Grand Traverse County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | 1955 | 0 | B. H. Sargent of Grand Rapids, Michigan | 1 | 1 | 50 | 15.24 | 100 | 30.48 | 46 | 14.02 | https://historicbridges.org/michigan/traverse_union_north/little_dscf4478_small.jpg | https://historicbridges.org/michigan/traverse_union_north/little_dscf4478.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/traverse_union_north/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.764722,-85.623611 | |||||||||||||||||
| 2503 | Northwestern Railroad Bridge | Chicago, Milwaukee, St. Paul, Minneapolis, and Omaha Railroad Bridge | This iconic and ancient bridge is nationally significant as one of the only known quintuple intersection Warren truss bridges. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal rivet-connected Lattice (Quintuple Warren) deck truss, fixed. The bridge was primarily built by Leighton Bridge and Iron Works of Rochester, New York. | 44.824570 | -91.509530 | Railroad (Abandoned) | Chippewa River | Eau Claire | Eau Claire County, Wisconsin | Wisconsin | United States | Metal | Lattice (Quintuple Warren) | Rivet-Connected | Deck | Truss | Fixed | 17 | 4 | Metal | Deck | Girder | Fixed | 0 | 2 | 1880 | 1898 | Leighton Bridge and Iron Works of Rochester, New York | 9 | 10 | 180 | 54.86 | 890 | 271.27 | 0 | 0 | https://historicbridges.org/wisconsin/northwestern/little_addeauclairenorthwestern_0256_small.jpg | https://historicbridges.org/wisconsin/northwestern/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/northwestern/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.824570,-91.509530 | |||||||||
| 2504 | Northwood Boulevard Railroad Overpass | One of a group of similar railroad over highway bridges in the county associated with a significant project. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by A. Guthrie and Company of St. Paul, Minnesota. | 42.508611 | -83.163333 | Railroad (Canadian National) | Northwood Boulevard | Royal Oak | Oakland County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 2 | 1930 | 0 | A. Guthrie and Company of St. Paul, Minnesota | 2 | 5 | 30 | 9.14 | 82 | 24.99 | 0 | 0 | https://historicbridges.org/michigan/oakland_northwood/little_pict2210_small.jpg | https://historicbridges.org/michigan/oakland_northwood/little_pict2210.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/oakland_northwood/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.508611,-83.163333 | |||||||||||||||||
| 2505 | Nortonville Bridge | One of three historic vertical lift bridges in the area, this one no longer operates for boats. The technical description of the main or most noteworthy span of the bridge is a 85 ft (25.91 m) metal through girder, movable: vertical lift, Tower Drive. The bridge was primarily built by Vare Construction Company. The bridge was primarily designed by Ash, Howard, Needles, and Tammen of New York, New York. | 39.784930 | -75.406770 | US-130 (Crown Point Road) | Oldmans Creek | Nortonville | Gloucester County, New Jersey and Salem County, New Jersey | New Jersey | United States | Metal | Through | Girder | Movable: Vertical Lift | Tower Drive | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 1936 | 1996 | Vare Construction Company | Ash, Howard, Needles, and Tammen of New York, New York | 6 | 7 | 85 | 25.91 | 228 | 69.49 | 40 | 12.19 | https://historicbridges.org/newjersey/nortonville130/little_dscf1720_small.jpg | https://historicbridges.org/newjersey/nortonville130/little_dscf1720.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/nortonville130/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.784930,-75.406770 | |||||||||||
| 2506 | Norway Lake Road Camelback Bridge | This bridge is one of the latest surviving examples of a concrete camelback bridge in Michigan. The technical description of the main or most noteworthy span of the bridge is a 57.7 ft (17.59 m) concrete 60 Foot Plan curved chord through girder, fixed. The bridge was primarily built by Samuel Mills of Escanaba, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 46.103680 | -87.786300 | Norway Lake Road (CR-581) | Ford River | Ralph | Dickinson County, Michigan | Michigan | United States | Concrete | 60 Foot Plan | Curved Chord Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1927 | 0 | Samuel Mills of Escanaba, Michigan | Michigan State Highway Department | 7 | 7 | 57.7 | 17.59 | 60 | 18.29 | 22 | 6.71 | https://historicbridges.org/michigan/norwaylakeroadcr581g67/little_norwaylakeroadcr581g67curvedgirder_1007_small.jpg | https://historicbridges.org/michigan/norwaylakeroadcr581g67/little_norwaylakeroadcr581g67curvedgirder_1007.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/norwaylakeroadcr581g67/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.103680,-87.786300 | ||||||||||||||
| 2507 | Norway Lake Road Girder Bridge | A late, but good and unaltered example of a concrete girder bridge in Michigan. The technical description of the main or most noteworthy span of the bridge is a 32 ft (9.75 m) concrete through girder, fixed. The bridge was primarily built by Moore and Moore. The bridge was primarily designed by Michigan State Highway Department. | 46.027540 | -87.834490 | Norway Lake Road (CR-581) | East Branch Sturgeon River | Rural | Dickinson County, Michigan | Michigan | United States | Concrete | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1927 | 0 | Moore and Moore | Michigan State Highway Department | 5 | 6 | 32 | 9.75 | 35 | 10.67 | 22 | 6.71 | https://historicbridges.org/michigan/norwaylakeroadcr581g67s/little_norwaylakeroadcr581g67straightgirder_0958_small.jpg | https://historicbridges.org/michigan/norwaylakeroadcr581g67s/little_norwaylakeroadcr581g67straightgirder_0958.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/norwaylakeroadcr581g67s/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.027540,-87.834490 | |||||||||||||||
| 2509 | Norwich Street Bridge | Wellington Foundry Bridge / Inglis-Hunter Bridge | This is among the oldest documented metal truss bridges in Ontario, and has some unusual details. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. | 43.550270 | -80.252620 | Norwich Street East | Speed River | Guelph | Wellington County, Ontario | Ontario | Canada | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1882 | 0 | Hamilton Bridge Company of Hamilton, Ontario | 8 | 8 | 0 | 0 | 60 | 18.29 | 0 | 0 | https://historicbridges.org/ontario/norwichstreet/little_norwichstreet0107_small.jpg | https://historicbridges.org/ontario/norwichstreet/little_norwichstreet0107.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/norwichstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.550270,-80.252620 | |||||||||||||
| 2510 | New Troy Bridge | Mill Road Bridge | This historic bridge was bypassed by a modern bridge and was saved from demolition by the community of New Troy who beautifully restored it and made a park around it! The technical description of the main or most noteworthy span of the bridge is a 57 ft (17.37 m) concrete 60 Foot Plan curved chord through girder, fixed. The bridge was primarily built by W. Marshall and Sons of Grand Rapids, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 41.874330 | -86.554910 | Mill Road (Avery Road) | Galien River | New Troy | Berrien County, Michigan | Michigan | United States | Concrete | 60 Foot Plan | Curved Chord Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1923 | 0 | W. Marshall and Sons of Grand Rapids, Michigan | Michigan State Highway Department | 7 | 7 | 57 | 17.37 | 60 | 18.29 | 20 | 6.1 | https://historicbridges.org/concrete/newtroy/bkg_mich19_small.jpg | https://historicbridges.org/concrete/newtroy/mich038.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/newtroy/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.874330,-86.554910 | |||||||||||||
| 2511 | Nubia Bridge | Elm Street Extension Bridge | This primitive-looking bridge was a special patent that creative engineers designed using railroad rails. The technical description of the main or most noteworthy span of the bridge is a 45.5 ft (13.87 m) metal Bowstring pony truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. | 42.590400 | -76.368970 | Park Walkway | Park Grounds | Groton | Tompkins County, New York | New York | United States | Metal | Bowstring | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 1877 | 0 | Groton Bridge Company of Groton, New York | 9 | 9 | 45.5 | 13.87 | 45.5 | 13.87 | 12 | 3.66 | https://historicbridges.org/newyork/nubia/bkg_newyork641_small.jpg | https://historicbridges.org/newyork/nubia/newyork1897.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/nubia/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.590400,-76.368970 | ||||||||||||||
| 2512 | Nutt Road Railroad Overpass | A traditional plate girder overpass. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. | 40.131380 | -75.533160 | Railroad (Pennsylvania Railroad) | Nutt Road (PA-113 and PA-23) | Phoenixville | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 1 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/phoenixvilleprrrt11323/little_phoenixvilleprrrt11323004_small.jpg | https://historicbridges.org/pennsylvania/phoenixvilleprrrt11323/little_phoenixvilleprrrt11323004.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/phoenixvilleprrrt11323/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.131380,-75.533160 | ||||||||||||||||
| 2513 | NY-8 Sacandaga River Bridge | This is a deck plate girder with different span lengths that has been rehabilitated. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal deck girder, fixed. The bridge was primarily built by Unknown. | 43.445180 | -74.251510 | NY-8 | Sacandaga River | Rural | Hamilton County, New York | New York | United States | Metal | Deck | Girder | Fixed | 0 | 4 | 0 | 0 | 1934 | 1985 | Unknown | 3 | 3 | 90 | 27.43 | 286 | 87.17 | 33.8 | 10.3 | https://historicbridges.org/newyork/ny8sacandaga/little_deckgirder1_small.jpg | https://historicbridges.org/newyork/ny8sacandaga/little_deckgirder1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ny8sacandaga/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.445180,-74.251510 | ||||||||||||||||
| 2515 | NY-96 Railroad Overpass | This overpass has some subtle aesthetic details and was built by a noteworthy bridge company. The technical description of the main or most noteworthy span of the bridge is a 46 ft (14.02 m) metal stringer (multi-beam), fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. | 42.945310 | -76.973660 | Railroad (Norfolk Southern) | NY-96 | Rural | Ontario County, New York | New York | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1931 | 0 | McClintic-Marshall Company of Pittsburgh, Pennsylvania | 2 | 3 | 46 | 14.02 | 51.8 | 15.79 | 0 | 0 | https://historicbridges.org/newyork/ny96corning/little_corningsec2_small.jpg | https://historicbridges.org/newyork/ny96corning/little_corningsec2.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ny96corning/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.945310,-76.973660 | |||||||||||||||||
| 2516 | NY-366 Bridge | A traditional standard plan pony truss in good condition. The technical description of the main or most noteworthy span of the bridge is a 119.8 ft (36.52 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by New York State Department of Public Works. | 42.495410 | -76.371400 | NY-366 | Fall Creek | Rural | Tompkins County, New York | New York | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 10 | 1 | 0 | 0 | 1932 | 1995 | Unknown | New York State Department of Public Works | 5 | 4 | 119.8 | 36.52 | 123.7 | 37.7 | 24 | 7.32 | https://historicbridges.org/newyork/ny366/bkg_newyork668_small.jpg | https://historicbridges.org/newyork/ny366/newyork2000.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ny366/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.495410,-76.371400 | |||||||||||||
| 2517 | Victory Highway Bridge | NY-415 Bridge | This truss bridge carries a significant trunkline route. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by New York State Department of Public Works. | 42.175700 | -77.121310 | NY-415 (Victory Highway) | Meads Creek | Near Painted Post | Steuben County, New York | New York | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1929 | 0 | American Bridge Company of New York, New York | New York State Department of Public Works | 5 | 5 | 175 | 53.34 | 182.8 | 55.72 | 30 | 9.14 | https://historicbridges.org/newyork/ny415/bkg_newyork186_small.jpg | https://historicbridges.org/newyork/ny415/newyork0535.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ny415/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.175700,-77.121310 | ||||||||||||
| 2518 | NY-79 Bridge | A multi-span example of New York's standard plan truss bridge. The technical description of the main or most noteworthy span of the bridge is a 195 ft (59.44 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by New York State Department of Public Works. | 42.243780 | -75.837020 | NY-79 | Chenango River | Rural | Broome County, New York | New York | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 10 | 2 | 0 | 0 | 1936 | 1978 | Unknown | New York State Department of Public Works | 5 | 5 | 195 | 59.44 | 398 | 121.31 | 22.3 | 6.8 | https://historicbridges.org/newyork/ny79/bkg_newyork559_small.jpg | https://historicbridges.org/newyork/ny79/newyork1624.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ny79/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.243780,-75.837020 | |||||||||||||
| 2520 | Oak Forest Road Bridge | Although they are crumbling, this bridge is noted for retaining its original ornate balustrade railing. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by E. B. and B. F. Lippincott. The bridge was primarily designed by T. B. Dinsmore. | 39.882330 | -80.227310 | Oak Forest Road (PA-3013) | 10 Mile Creek | Rural | Greene County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1928 | 0 | E. B. and B. F. Lippincott | T. B. Dinsmore | 6 | 6 | 120 | 36.58 | 125 | 38.1 | 20 | 6.1 | https://historicbridges.org/pennsylvania/oakforestroad/little_oakforestroad1065_small.jpg | https://historicbridges.org/pennsylvania/oakforestroad/little_oakforestroad1065.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/oakforestroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.882330,-80.227310 | ||||||||||||||
| 2521 | ! | Oak Ridge Road Bridge | One of several riveted Queenpost truss bridges in the county, this bridge was not maintained and it deteriorated severely. The technical description of the main or most noteworthy span of the bridge is a 39 ft (11.89 m) metal rivet-connected Queenpost pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is closed to all traffic. | 40.198460 | -80.407450 | Oak Ridge Road (PA-4061) | Brush Run | Rural | Washington County, Pennsylvania | Pennsylvania | United States | This bridge is closed to all traffic. | Metal | Queenpost | Rivet-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1913 | 0 | Unknown | 5 | 4 | 39 | 11.89 | 40 | 12.19 | 15 | 4.57 | https://historicbridges.org/pennsylvania/oakridge/little_dscf3851_small.jpg | https://historicbridges.org/pennsylvania/oakridge/little_dscf3851.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/oakridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.198460,-80.407450 | ||||||||||||
| 2522 | Oak Street Bridge | Island Park Bridge | Beautifully preserved, this bridge has excellent integrity and displays the innovative, distinctive details of its builder. The technical description of the main or most noteworthy span of the bridge is a 69.6 ft (21.21 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 43.605440 | -84.780140 | Oak Street | Chippewa River | Mt. Pleasant | Isabella County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1890 | 2010 | Wrought Iron Bridge Company of Canton, Ohio | 7 | 9 | 69.6 | 21.21 | 70.5 | 21.49 | 10.5 | 3.2 | https://historicbridges.org/michigan/mtpleasant/little_p1360822_small.jpg | https://historicbridges.org/michigan/mtpleasant/little_p1360822.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/mtpleasant/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.605440,-84.780140 | |||||||||||||
| 2523 | Oaks Railroad Bridge | A traditional deck plate girder on a combination of stone and concrete piers. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. | 40.124620 | -75.461490 | Railroad (Reading Railroad) | Schuylkill River | Oaks | Montgomery County, Pennsylvania and Chester County, Pennsylvania | Pennsylvania | United States | Metal | Deck | Girder | Fixed | 0 | 6 | 0 | 0 | 0 | 0 | Unknown | 2 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/oaksoverschuylkill/little_oaksprroverschuylkill022_small.jpg | https://historicbridges.org/pennsylvania/oaksoverschuylkill/little_oaksprroverschuylkill020.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/oaksoverschuylkill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.124620,-75.461490 | ||||||||||||||||
| 2525 | Oakland Avenue Bridge | A representative example of over twenty historic bridges that are part of the Chicago Milwaukee and St. Paul Railroad Grade Separation Historic District The technical description of the main or most noteworthy span of the bridge is a 31.5 ft (9.6 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. | 44.950340 | -93.266480 | Oakland Avenue | Railroad (Midtown Greenway Rail-Trail) | Minneapolis | Hennepin County, Minnesota | Minnesota | United States | Concrete | T-Beam | Fixed | 0 | 3 | 0 | 0 | 1915 | 0 | Unknown | 4 | 6 | 31.5 | 9.6 | 94.5 | 28.8 | 31.5 | 9.6 | https://historicbridges.org/minnesota/midtowngreenwayoaklandave/little_midtowngreenwayoaklandave2869_small.jpg | https://historicbridges.org/minnesota/midtowngreenwayoaklandave/little_midtowngreenwayoaklandave2869.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/midtowngreenwayoaklandave/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.950340,-93.266480 | |||||||||||||||||
| 2526 | Oakway Trail Bridge | This attractive bridge has arched railings that compliment the bridge arch. The technical description of the main or most noteworthy span of the bridge is a 28 ft (8.53 m) concrete slab, fixed. The bridge was primarily built by Unknown. | 42.345833 | -82.972222 | Oakway Trail | Canoe Stream | Detroit | Wayne County, Michigan | Michigan | United States | Concrete | Slab | Fixed | 0 | 1 | 0 | 0 | 1913 | 0 | Unknown | 3 | 5 | 28 | 8.53 | 28 | 8.53 | 30 | 9.14 | https://historicbridges.org/michigan/oakway/little_dscf7668_small.jpg | https://historicbridges.org/michigan/oakway/little_dscf7668.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/oakway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.345833,-82.972222 | |||||||||||||||||
| 2527 | Oakwood Avenue Bridge | A rare, ancient Whipple truss is maintained for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 133 ft (40.54 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 42.991840 | -84.159890 | Oakwood Avenue | Shiawassee River | Owosso | Shiawassee County, Michigan | Michigan | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 11 | 1 | 0 | 0 | 0 | 2009 | Wrought Iron Bridge Company of Canton, Ohio | 8 | 8 | 133 | 40.54 | 133.5 | 40.69 | 19.5 | 5.94 | https://historicbridges.org/truss/oakwood/little_p1000277_small.jpg | https://historicbridges.org/truss/oakwood/little_p1000277.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/oakwood/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.991840,-84.159890 | ||||||||||||||
| 2528 | Oakwood Boulevard Bridge | This bridge is the last of what was once a series of similar bridges in the area. The technical description of the main or most noteworthy span of the bridge is a 69 ft (21.03 m) metal (concrete encased) continuous stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 41.824710 | -87.602110 | Oakwood Boulevard | Railroad (Metra Electric District, NICTD South Shore Line, Former Illinois Central) | Chicago | Cook County, Illinois | Illinois | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | Continuous | 4 | 0 | 0 | 1921 | 0 | Unknown | 4 | 7 | 69 | 21.03 | 261.2 | 79.61 | 50 | 15.24 | https://historicbridges.org/illinois/oakwood/little_dscf3654_small.jpg | https://historicbridges.org/illinois/oakwood/little_dscf3654.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/oakwood/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.824710,-87.602110 | ||||||||||||||||
| 2529 | Oakwoods Metropark Railroad Bridge | Michigan has very few concrete arch railroad bridges, making this a very rare bridge in the state. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 42.112070 | -83.339750 | Railroad (Penn Central) | Huron River | Rural | Wayne County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 4 | 0 | 0 | 0 | 0 | Unknown | 6 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/oakwoodsmetroparkrr/little_p1370549_small.jpg | https://historicbridges.org/michigan/oakwoodsmetroparkrr/little_p1370549.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/oakwoodsmetroparkrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.112070,-83.339750 | |||||||||||||||
| 2530 | Oceana Drive Bridge | Old US-31 Bridge | This bridge is noteworthy in Michigan for its span length and importance as a crossing for the local area. The technical description of the main or most noteworthy span of the bridge is a 102 ft (31.09 m) metal Variable Depth deck girder, fixed. The bridge was primarily built by Gene Fewell. The bridge was primarily designed by Michigan State Highway Department. | 43.707550 | -86.355950 | Oceana (Old US-31) | Pentwater River | Hart | Oceana County, Michigan | Michigan | United States | Metal | Variable Depth | Deck | Girder | Fixed | 0 | 3 | 0 | 0 | 1954 | 2008 | Gene Fewell | Michigan State Highway Department | 4 | 7 | 102 | 31.09 | 270 | 82.3 | 56 | 17.07 | https://historicbridges.org/michigan/old31/little_us31pentwaterr43_small.jpg | https://historicbridges.org/michigan/old31/little_us31pentwaterr43.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/old31/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.707550,-86.355950 | |||||||||||||
| 2531 | Ocqueoc Falls Highway Bridge | A rare remaining early example of a state highway department concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by John Decker of Rogers City, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 45.395278 | -84.057770 | Ocqueoc Falls Highway | Ocqueoc River | Rural | Presque Isle County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1920 | 0 | John Decker of Rogers City, Michigan | Michigan State Highway Department | 6 | 7 | 50 | 15.24 | 56.8 | 17.31 | 20 | 6.1 | https://historicbridges.org/michigan/ocqueocfalls/little_dscf4855_small.jpg | https://historicbridges.org/michigan/ocqueocfalls/little_dscf4855.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/ocqueocfalls/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.395278,-84.057770 | ||||||||||||||
| 2533 | Ogden Avenue Bridge | This was designed as a beautiful and unique railroad overpass but was defaced and ruined by painting advertisements on it. The technical description of the main or most noteworthy span of the bridge is a 36 ft (10.97 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 41.863840 | -87.688670 | Railroad (Baltimore and Ohio) | Ogden Avenue (US-34) | Chicago | Cook County, Illinois | Illinois | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 6 | 0 | 0 | 0 | 0 | Unknown | 3 | 5 | 36 | 10.97 | 170 | 51.82 | 0 | 0 | https://historicbridges.org/illinois/ogden/little_p1250060_small.jpg | https://historicbridges.org/illinois/ogden/little_p1250060.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/ogden/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.863840,-87.688670 | |||||||||||||||||
| 2534 | Ogden Pegram Truss Railroad Bridge | One of the most important bridges in the state of Utah is this well-preserved extremely rare Pegram patent truss bridge. The technical description of the main or most noteworthy span of the bridge is a 157 ft (47.85 m) metal pin-connected Pegram through truss, fixed. The bridge was primarily built by Edge Moor Bridge Works of Wilmington, Delaware. | 41.223190 | -111.988340 | Railroad (Union Pacific) | Weber River | Ogden | Weber County, Utah | Utah | United States | Metal | Pegram | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1897 | 0 | Edge Moor Bridge Works of Wilmington, Delaware | 9 | 10 | 157 | 47.85 | 157 | 47.85 | 0 | 0 | https://historicbridges.org/utah/pegram/little_img_4449_small.jpg | https://historicbridges.org/utah/pegram/little_img_4449.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=utah/pegram/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.223190,-111.988340 | ||||||||||||||
| 2535 | Ohio River Boulevard Eckert Street Bridge | This is a very large and impressive concrete arch structure, one of several such structures in Pittsburgh. The technical description of the main or most noteworthy span of the bridge is a 270 ft (82.3 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Booth and Flinn Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Allegheny County Department of Public Works. | 40.471770 | -80.037740 | Ohio River Boulevard (PA-65) | Eckert Street | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 1 | Concrete | Slab | Fixed | 0 | 16 | 1930 | 1994 | Booth and Flinn Company of Pittsburgh, Pennsylvania | Allegheny County Department of Public Works | 7 | 4 | 270 | 82.3 | 510 | 155.45 | 49 | 14.94 | https://historicbridges.org/pennsylvania/ohio/bkg_swpenn1024_small.jpg | https://historicbridges.org/pennsylvania/ohio/swpenn072140.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/ohio/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.471770,-80.037740 | |||||||||||
| 2537 | Ohio River Boulevard Spruce Run Bridge | One of several large and impressive concrete arch bridges on the Ohio River Boulevard. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Booth and Flinn Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Allegheny County Department of Public Works. | 40.502710 | -80.078430 | Ohio River Boulevard (PA-65) | Spruce Run and Spruce Road | Ben Avon | Allegheny County, Pennsylvania | Pennsylvania | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 3 | Concrete | Slab | Fixed | 0 | 12 | 1930 | 2004 | Booth and Flinn Company of Pittsburgh, Pennsylvania | Allegheny County Department of Public Works | 6 | 5 | 150 | 45.72 | 630 | 192.02 | 48 | 14.63 | https://historicbridges.org/pennsylvania/ohiospruce/little_dscf4275_small.jpg | https://historicbridges.org/pennsylvania/ohiospruce/little_dscf4275.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/ohiospruce/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.502710,-80.078430 | |||||||||||
| 2538 | Ohio River Boulevard Verner Avenue Bridge | This historic bridge has been decimated by unsightly and severe alteration. The technical description of the main or most noteworthy span of the bridge is a 210 ft (64.01 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Booth and Flinn Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Allegheny County Department of Public Works. | 40.479930 | -80.044210 | Ohio River Boulevard (PA-65) | Verner Avenue | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 1 | Concrete | Slab | Fixed | 0 | 12 | 1930 | 1989 | Booth and Flinn Company of Pittsburgh, Pennsylvania | Allegheny County Department of Public Works | 5 | 2 | 210 | 64.01 | 390 | 118.87 | 47.9 | 14.6 | https://historicbridges.org/pennsylvania/ohioverner/little_day3ohioriverboulevardverneravenuebridge8127_small.jpg | https://historicbridges.org/pennsylvania/ohioverner/little_day3ohioriverboulevardverneravenuebridge8127.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/ohioverner/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.479930,-80.044210 | |||||||||||
| 2539 | Ohio Street Bridge | An attractive and impressive deck truss bascule span carries an expressway ramp. The technical description of the main or most noteworthy span of the bridge is a 219.2 ft (66.81 m) metal rivet-connected Pratt deck truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Unknown. The bridge was primarily designed by City of Chicago. | 41.892510 | -87.641910 | Ohio Street (I-90 / I-94 Ramp) | North Branch Chicago River | Chicago | Cook County, Illinois | Illinois | United States | Metal | Pratt | Rivet-Connected | Deck | Truss | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1961 | 1992 | Unknown | City of Chicago | 6 | 5 | 219.2 | 66.81 | 367 | 111.86 | 76 | 23.16 | https://historicbridges.org/truss/ohio/little_pict5007_small.jpg | https://historicbridges.org/truss/ohio/little_pict5007.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/ohio/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.892510,-87.641910 | |||||||||
| 2540 | ! | Ohio Street Bridge | Featuring a wide, three truss design, unusual girder-supported sidewalks, and attractive railings, this bridge is in need of attention. The technical description of the main or most noteworthy span of the bridge is a 67 ft (20.42 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Fort Pitt Bridge Works of Pittsburgh, Pennsylvania. | 40.451630 | -80.010660 | Ohio Street | Railroad (Norfolk Southern) | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 10 | 1 | 0 | 0 | 1903 | 1958 | Fort Pitt Bridge Works of Pittsburgh, Pennsylvania | 7 | 6 | 67 | 20.42 | 69 | 21.03 | 45 | 13.72 | https://historicbridges.org/pennsylvania/ohiostreet/little_p1220913_4_5_fused_small.jpg | https://historicbridges.org/pennsylvania/ohiostreet/little_p1220913_4_5_fused.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/ohiostreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.451630,-80.010660 | |||||||||||||
| 2541 | ! | Ohl Street Bridge | This ornate two-span bridge is also noted for its width and location in a potential historic district. The technical description of the main or most noteworthy span of the bridge is a 126 ft (38.4 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. | 41.400020 | -80.390780 | Ohl Street | Shenango River | Greenville | Mercer County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 2 | 0 | 0 | 1909 | 0 | Canton Bridge Company of Canton, Ohio | 7 | 8 | 126 | 38.4 | 256 | 78.03 | 29 | 8.84 | https://historicbridges.org/pennsylvania/ohl/bkg_mercer59_small.jpg | https://historicbridges.org/pennsylvania/ohl/mercer147.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/ohl/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.400020,-80.390780 | |||||||||||||
| 2544 | Cambridge Avenue Bridge | Although among the smaller Flint arch bridges, and with deteriorating railings, this bridge is in a more scenic setting. The technical description of the main or most noteworthy span of the bridge is a 59.7 ft (18.2 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 42.997250 | -83.708390 | Cambridge Avenue (Park Road) | Swartz Creek | Flint | Genesee County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1924 | 0 | Unknown | 4 | 7 | 59.7 | 18.2 | 59.7 | 18.2 | 24.3 | 7.41 | https://historicbridges.org/concrete/cambridge/1bkg_hbme_360_small.jpg | https://historicbridges.org/concrete/cambridge/1hbme_839.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/cambridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.997250,-83.708390 | |||||||||||||||
| 2545 | Bairdstown Bridge | Old Blairsville Bridge | This bridge features a Baltimore truss configuration unlike other period bridges in the state. The technical description of the main or most noteworthy span of the bridge is a 290 ft (88.39 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Freeland McHale and PA. The bridge was primarily designed by Pennsylvania State Highway Department. | 40.430830 | -79.270000 | Market Street (PA-2002) | Conemaugh River | Blairsville | Indiana County, Pennsylvania and Westmoreland County, Pennsylvania | Pennsylvania | United States | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 20 | 1 | Metal | Through | Girder | Fixed | 0 | 1 | 1935 | 1993 | Freeland McHale and PA | Pennsylvania State Highway Department | 6 | 7 | 290 | 88.39 | 358 | 109.12 | 30.8 | 9.39 | https://historicbridges.org/pennsylvania/blairsville/bkg_swpenn0738_small.jpg | https://historicbridges.org/pennsylvania/blairsville/swpenn071284.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/blairsville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.430830,-79.270000 | ||||||||
| 2546 | Old Black Creek Bridge | Located on very old abandoned alignment, this bridge appears to be one of the oldest concrete girder bridges in Michigan. The technical description of the main or most noteworthy span of the bridge is a concrete through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. Special note about bridge location: This bridge is on abandoned alignment in a park setting. Grand Haven Road just south of Seaway Drive (BL-31) is where the park entrance is located. Bridge is visible to the north from the parking lot. | 43.183330 | -86.224380 | Park Trail (Old Highway Alignment) | Black Creek | Norton Shores | Muskegon County, Michigan | Michigan | United States | This bridge is on abandoned alignment in a park setting. Grand Haven Road just south of Seaway Drive (BL-31) is where the park entrance is located. Bridge is visible to the north from the parking lot. | Concrete | Through | Girder | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | Unknown | Michigan State Highway Department | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/blackcreek/little_old_bridge_black_cr_15_small.jpg | https://historicbridges.org/michigan/blackcreek/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/blackcreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.183330,-86.224380 | ||||||||||||||
| 2548 | ! | Old Bridge Road Bridge | Iowa Bridge Number 220430 | This bridge was built by a long-lived and noteworthy bridge company. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Indiana Bridge Company of Muncie, Indiana. | 41.923070 | -91.730520 | Old Bridge Road | Prairie Creek | Near Cedar Rapids | Linn County, Iowa | Iowa | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1906 | 1989 | Indiana Bridge Company of Muncie, Indiana | 7 | 6 | 100 | 30.48 | 102 | 31.09 | 14.4 | 4.39 | https://historicbridges.org/iowa/oldbridge/little_dscf6018_small.jpg | https://historicbridges.org/iowa/oldbridge/little_dscf6018.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/oldbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.923070,-91.730520 | ||||||||||||
| 2549 | Old Clifton Mills Road Bridge | This bridge displays the earlier Pratt truss design built by the prolific Wrought Iron Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 102 ft (31.09 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 39.672880 | -79.625590 | Old Clifton Mills Road (CR 8-4) | Big Sandy Creek | Rural | Preston County, West Virginia | West Virginia | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1884 | 0 | Wrought Iron Bridge Company of Canton, Ohio | 7 | 8 | 102 | 31.09 | 103 | 31.39 | 10.2 | 3.11 | https://historicbridges.org/wvirginia/oldcliftonmills/little_p1200858_small.jpg | https://historicbridges.org/wvirginia/oldcliftonmills/little_p1200858.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/oldcliftonmills/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.672880,-79.625590 | ||||||||||||||
| 2550 | Old Clinton Road Bridge | A relatively early highway truss with riveted connections. The technical description of the main or most noteworthy span of the bridge is a 62 ft (18.9 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. | 40.579520 | -74.880530 | Old Clinton Road | South Branch Raritan River | Rural | Hunterdon County, New Jersey | New Jersey | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 2 | 0 | 0 | 1901 | 1991 | Canton Bridge Company of Canton, Ohio | 6 | 6 | 62 | 18.9 | 128 | 39.01 | 15 | 4.57 | https://historicbridges.org/newjersey/oldclinton/little_pict5170_small.jpg | https://historicbridges.org/newjersey/oldclinton/little_img_1583.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/oldclinton/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.579520,-74.880530 | ||||||||||||||
| 2552 | Old Dansville Mt. Morris Road Bridge | Cumminsville Bridge | This abandoned bridge is an early and unaltered example of a concrete arch bridge in New York State. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 42.571710 | -77.725850 | Dansville Mt. Morris Road (Abandoned Alignment) | Canaseraga Creek | Dansville | Livingston County, New York | New York | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1914 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/cumminsville/main_small.jpg | https://historicbridges.org/newyork/cumminsville/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/cumminsville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.571710,-77.725850 | ||||||||||||||
| 2553 | Old Darlington Bridge | This traditional pony truss is abandoned and overgrown. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 40.804510 | -80.419040 | Plum Street (Abandoned Section) | North Fork Little Beaver Creek | Darlington | Beaver County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/plum/main_small.jpg | https://historicbridges.org/pennsylvania/plum/swpenn073434.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/plum/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.804510,-80.419040 | ||||||||||||||
| 2554 | Old Delaware Turnpike Bridge | Abandoned on old alignment, this is a very old and unaltered concrete arch bridge and it retains a brick deck.. The technical description of the main or most noteworthy span of the bridge is a 71 ft (21.64 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 42.634260 | -73.798960 | Old Delaware Avenue | Normans Kill | Albany | Albany County, New York | New York | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1905 | 0 | Unknown | 7 | 7 | 71 | 21.64 | 161 | 49.07 | 18.4 | 5.61 | https://historicbridges.org/newyork/olddelaware/little_p1070953_small.jpg | https://historicbridges.org/newyork/olddelaware/little_p1070953.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/olddelaware/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.634260,-73.798960 | |||||||||||||||
| 2555 | Old Derry Road Bridge | This pony truss is noted for its extremely long span length. The technical description of the main or most noteworthy span of the bridge is a 131.2 ft (39.99 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. | 43.622170 | -79.733210 | Old Derry Road | Credit River | Mississauga | Peel Region, Ontario | Ontario | Canada | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 8 | 1 | 0 | 0 | 1930 | 2005 | Unknown | 6 | 6 | 131.2 | 39.99 | 135.8 | 41.39 | 23 | 7.01 | https://historicbridges.org/ontario/oldderryroad/little_p1590799_small.jpg | https://historicbridges.org/ontario/oldderryroad/little_p1590799.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/oldderryroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.622170,-79.733210 | ||||||||||||||
| 2556 | Old Detroit-Superior Bridge Approach Spans | These impressive set of arch spans once led up to a swing span over the river. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 41.494580 | -81.704430 | Detroit and Superior Avenues (Old Alignment) | Various Streets | Cleveland | Cuyahoga County, Ohio | Ohio | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 0 | 0 | 0 | 1878 | 0 | Unknown | 7 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/olddetroitsuperior/bkg_cleveland291_small.jpg | https://historicbridges.org/ohio/olddetroitsuperior/cleveland0779.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/olddetroitsuperior/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.494580,-81.704430 | |||||||||||||||
| 2557 | Old Duncans Bridge | This two span through truss a short distance off of the main road has been closed to traffic. The technical description of the main or most noteworthy span of the bridge is a 117 ft (35.66 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 38.471080 | -123.046250 | Old Duncans Grade Road | Austin Creek | Rural | Sonoma County, California | California | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 2 | 0 | 0 | 1924 | 0 | Unknown | 6 | 6 | 117 | 35.66 | 265 | 80.77 | 16.7 | 5.09 | https://historicbridges.org/california/oldduncansbridge/little_day5_oldduncansbridge06620_small.jpg | https://historicbridges.org/california/oldduncansbridge/little_day5_oldduncansbridge06620.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/oldduncansbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.471080,-123.046250 | ||||||||||||||
| 2560 | Old Gravel Pike Bridge | This attractive stone arch sits closed and deteriorated on old highway alignment. The technical description of the main or most noteworthy span of the bridge is a 35.1 ft (10.7 m) stone Segmental arch, fixed. The bridge was primarily built by B. A. Sheeler. The bridge was primarily designed by James Cresson. | 40.272570 | -75.474150 | Old Gravel Pike | Swamp Creek | Rural | Montgomery County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Arch | Fixed | 0 | 3 | 0 | 0 | 1915 | 0 | B. A. Sheeler | James Cresson | 6 | 4 | 35.1 | 10.7 | 101 | 30.78 | 19.7 | 6 | https://historicbridges.org/pennsylvania/oldgravelpike/little_dscf0118_small.jpg | https://historicbridges.org/pennsylvania/oldgravelpike/little_dscf0118.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/oldgravelpike/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.272570,-75.474150 | |||||||||||||||
| 2561 | Old IN-37 Bridge | Morgan County Bridge 224 | This is an uncommon multi-span pony truss, and an early state standard plan. The technical description of the main or most noteworthy span of the bridge is a 77 ft (23.47 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Vincennes Bridge Company of Vincennes, Indiana. | 39.393080 | -86.456500 | Old IN-37 | Indian Creek | Rural | Morgan County, Indiana | Indiana | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 7 | 3 | 0 | 0 | 1926 | 0 | Vincennes Bridge Company of Vincennes, Indiana | 6 | 7 | 77 | 23.47 | 236.6 | 72.12 | 19 | 5.79 | https://historicbridges.org/indiana/oldin37/little_oldin375168_small.jpg | https://historicbridges.org/indiana/oldin37/little_oldin375168.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/oldin37/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.393080,-86.456500 | |||||||||||||
| 2562 | Old IN-46 Arch Bridge | Brown County Bridge 66 | This is a small, traditional, and unaltered concrete arch bridge that was widened long ago. The technical description of the main or most noteworthy span of the bridge is a 39 ft (11.89 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 39.205110 | -86.240730 | Old IN-46 | Greasy Creek | Nashville | Brown County, Indiana | Indiana | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 1928 | Unknown | 5 | 6 | 39 | 11.89 | 47 | 14.33 | 25 | 7.62 | https://historicbridges.org/indiana/old46arch/little_old46arch4779_small.jpg | https://historicbridges.org/indiana/old46arch/little_old46arch4779.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/old46arch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.205110,-86.240730 | ||||||||||||||
| 2563 | Old IN-47 Truss Bridge | This is an abandoned state standard pony truss in Indiana. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 39.192170 | -86.196030 | Abandoned IN-46 Alignment | North Fork Salt Creek | Rural | Brown County, Indiana | Indiana | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 7 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/indiana/old46bridge/little_old46bridge4774_small.jpg | https://historicbridges.org/indiana/old46bridge/little_old46bridge4774.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/old46bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.192170,-86.196030 | ||||||||||||||
| 2564 | Old IN-67 Bridge | Morgan County Bridge 146, Burnett's Creek Bridge | An example of this prolific builder's later through truss design, distinguished by an a-frame portal bracing. The technical description of the main or most noteworthy span of the bridge is a 85 ft (25.91 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 39.423980 | -86.475200 | Old IN-67 | Lambs Creek | Rural | Morgan County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 1893 | 2004 | Wrought Iron Bridge Company of Canton, Ohio | 7 | 7 | 85 | 25.91 | 86 | 26.21 | 15.7 | 4.79 | https://historicbridges.org/indiana/oldin67/little_oldin675199_small.jpg | https://historicbridges.org/indiana/oldin67/little_oldin675199.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/oldin67/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.423980,-86.475200 | |||||||||||||
| 2565 | Old IN-120 Bridge | This beautiful bridge appears to be the last historic bridge of any kind in Lagrange County. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 41.718150 | -85.476940 | Old IN-120 | Pigeon River | Rural | Lagrange County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/indiana/in120/bkg_07photos052_small.jpg | https://historicbridges.org/indiana/in120/07photos119.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/in120/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.718150,-85.476940 | ||||||||||||||
| 2568 | Old Lake Street Bridge | This small plate girder sits on steel caissons and appears to be a former highway bridge The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. | 46.518590 | -87.384250 | Multi-Use Trail (Old Lake Street) | Carp River | Marquette | Marquette County, Michigan | Michigan | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/carpgirder/little_img_0120_small.jpg | https://historicbridges.org/michigan/carpgirder/little_img_0120.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/carpgirder/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.518590,-87.384250 | ||||||||||||||||
| 2569 | Old M-26 West Branch Firesteel River Bridge | This is an unusual arch bridge that sits buried in the woods on a long-abandoned alignment of M-26. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 46.790420 | -89.026230 | Old M-26 | West Branch Firesteel River | Rural | Ontonagon County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1922 | 0 | Unknown | Michigan State Highway Department | 6 | 6 | 0 | 0 | 35 | 10.67 | 0 | 0 | https://historicbridges.org/michigan/oldm26westbranchfiresteelriver/little_oldm26westbranchfiresteelriver_3606_small.jpg | https://historicbridges.org/michigan/oldm26westbranchfiresteelriver/little_oldm26westbranchfiresteelriver_3606.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/oldm26westbranchfiresteelriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.790420,-89.026230 | ||||||||||||||
| 2570 | ! | Old M-28 Hickey Creek Bridge | This example of a straight chord through girder has excellent historic integrity. The technical description of the main or most noteworthy span of the bridge is a 34 ft (10.36 m) concrete through girder, fixed. The bridge was primarily built by G. E. Warden Company of Eau Claire, Wisconsin. The bridge was primarily designed by Michigan State Highway Department. | 46.570920 | -88.407730 | Old M-28 | Hickey Creek | Rural | Baraga County, Michigan | Michigan | United States | Concrete | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1924 | 0 | G. E. Warden Company of Eau Claire, Wisconsin | Michigan State Highway Department | 3 | 6 | 34 | 10.36 | 36 | 10.97 | 24 | 7.32 | https://historicbridges.org/michigan/old28hickey/little_old28straightgirder_5053_small.jpg | https://historicbridges.org/michigan/old28hickey/little_old28straightgirder_5053.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/old28hickey/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.570920,-88.407730 | ||||||||||||||
| 2571 | Old M-28 Rock River Bridge | This excellent, unaltered concrete camelback bridge is hidden away on former trunk line alignment, today a quiet local dirt road. The technical description of the main or most noteworthy span of the bridge is a 57.7 ft (17.59 m) concrete 60 Foot Plan curved chord through girder, fixed. The bridge was primarily built by G. E. Warden Company of Eau Claire, Wisconsin. The bridge was primarily designed by Michigan State Highway Department. | 46.552010 | -88.475220 | Old M-28 | Rock River | Rural | Baraga County, Michigan | Michigan | United States | Concrete | 60 Foot Plan | Curved Chord Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1924 | 0 | G. E. Warden Company of Eau Claire, Wisconsin | Michigan State Highway Department | 7 | 7 | 57.7 | 17.59 | 61 | 18.59 | 22 | 6.71 | https://historicbridges.org/michigan/old28curvedgirder/little_old28curvedgirder_5131_small.jpg | https://historicbridges.org/michigan/old28curvedgirder/little_old28curvedgirder_5131.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/old28curvedgirder/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.552010,-88.475220 | ||||||||||||||
| 2572 | Old M-35 Bridge | This tiny arch bridge has the names of its builders inscribed in a difficult-to-read script. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 45.291420 | -87.443630 | Old M-35 | Rochereau Creek | Rural | Menominee County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1911 | 0 | Unknown | 3 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/oldm35/little_oldm35_0924_small.jpg | https://historicbridges.org/michigan/oldm35/little_oldm35_0924.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/oldm35/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.291420,-87.443630 | |||||||||||||||
| 2573 | Old M-95 Bridge | This bridge is one of a disturbingly small number of surviving unaltered concrete arch bridges remaining in Michigan. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is reported by MDOT to be on private property. | 46.246540 | -88.012680 | Old M-95 | Michigamme River | Rural | Marquette County, Michigan and Dickinson County, Michigan | Michigan | United States | This bridge is reported by MDOT to be on private property. | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1910 | 0 | Unknown | 5 | 7 | 60 | 18.29 | 120 | 36.58 | 0 | 0 | https://historicbridges.org/michigan/oldm95michigammeriver/little_oldm95michigammeriver_4987_small.jpg | https://historicbridges.org/michigan/oldm95michigammeriver/little_oldm95michigammeriver_4987.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/oldm95michigammeriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.246540,-88.012680 | ||||||||||||||
| 2574 | Old Mill Bridge | This beautiful stone faced concrete arch bridge was designed by a noted area engineer. The technical description of the main or most noteworthy span of the bridge is a concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Arnot Construction Company of Toronto, Ontario. The bridge was primarily designed by Frank Barber of Toronto, Ontario. | 43.651420 | -79.491320 | Old Mill Road (Catherine Street) | Humber River | Toronto | Toronto City, Ontario | Ontario | Canada | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1916 | 0 | Arnot Construction Company of Toronto, Ontario | Frank Barber of Toronto, Ontario | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/oldmill/little_oldmillbridge0625_small.jpg | https://historicbridges.org/ontario/oldmill/little_oldmillbridge0625.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/oldmill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.651420,-79.491320 | ||||||||||||||
| 2575 | Old Mill Road Bridge | An extremely old example of an important, regionally prolific bridge company. The technical description of the main or most noteworthy span of the bridge is a 69 ft (21.03 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Pittsburgh Bridge Company of Pittsburgh, Pennsylvania. | 39.601920 | -77.338480 | Old Mill Road | Owens Creek | Rural | Frederick County, Maryland | Maryland | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 1882 | 2009 | Pittsburgh Bridge Company of Pittsburgh, Pennsylvania | 8 | 8 | 69 | 21.03 | 69 | 21.03 | 13 | 3.96 | https://historicbridges.org/maryland/oldmill/little_pict3880_small.jpg | https://historicbridges.org/maryland/oldmill/little_img_1342.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/oldmill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.601920,-77.338480 | ||||||||||||||
| 2577 | Old Mill Road Bridge | This bridge has excellent integrity and is an early example of standardization in truss composition. The technical description of the main or most noteworthy span of the bridge is a 86 ft (26.21 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 41.103950 | -76.898050 | Old Mill Road (TR-421) | White Deer Hole Creek | Rural | Union County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1889 | 1994 | Unknown | 7 | 7 | 86 | 26.21 | 90 | 27.43 | 15.4 | 4.69 | https://historicbridges.org/pennsylvania/mill_union/little_dscf8042_small.jpg | https://historicbridges.org/pennsylvania/mill_union/little_dscf8042.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/mill_union/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.103950,-76.898050 | ||||||||||||||
| 2578 | Old Oberlin Elyria Road Bridge | This is an extremely rare surviving example of a rainbow arch in Ohio and has been bypassed and abandoned. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Ohio State Highway Department. | 41.337010 | -82.121050 | Oberlin Elyria Road (Old Alignment) | West Branch Black River | Elyria | Lorain County, Ohio | Ohio | United States | Concrete | Rainbow | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1923 | 1968 | Unknown | Ohio State Highway Department | 7 | 8 | 120 | 36.58 | 125 | 38.1 | 24 | 7.32 | https://historicbridges.org/ohio/oldoberlin/little_p1200398_399_400_fused_small.jpg | https://historicbridges.org/ohio/oldoberlin/little_p1200398_399_400_fused.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/oldoberlin/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.337010,-82.121050 | ||||||||||||||
| 2579 | Old Ojibway Island Drive Bridge | One of the best examples of a rigid-frame bridge in the state, this bridge was preserved for non-motorized traffic. The technical description of the main or most noteworthy span of the bridge is a concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 43.415140 | -83.959870 | Ojibway Island Drive (Old Alignment) | Lake Linton Channel | Saginaw | Saginaw County, Michigan | Michigan | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1936 | 0 | Unknown | 4 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/ojibwayisland/little_dscf8352_small.jpg | https://historicbridges.org/michigan/ojibwayisland/little_dscf8352.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/ojibwayisland/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.415140,-83.959870 | |||||||||||||||||
| 2580 | Old PA-21 T-Beam Bridge | A good representative example of a relatively early t-beam bridge. The technical description of the main or most noteworthy span of the bridge is a 43 ft (13.11 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. | 39.860480 | -79.948800 | Old PA-21 (PA-1016) | Little Whiteley Creek | Rural | Greene County, Pennsylvania | Pennsylvania | United States | Concrete | T-Beam | Fixed | 0 | 1 | 0 | 0 | 1920 | 0 | Unknown | 3 | 3 | 43 | 13.11 | 45 | 13.72 | 23.6 | 7.19 | https://historicbridges.org/pennsylvania/old21/bkg_swpenn0967_small.jpg | https://historicbridges.org/pennsylvania/old21/swpenn071985.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/old21/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.860480,-79.948800 | |||||||||||||||||
| 2581 | Old PA-21 Arch Bridge | A small, attractive arch bridge with good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 39.859610 | -79.946200 | Old PA-21 (PA-1016) | Little Whiteley Creek | Rural | Greene County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1920 | 1992 | Unknown | 4 | 4 | 60 | 18.29 | 70 | 21.34 | 20.3 | 6.19 | https://historicbridges.org/pennsylvania/old21arch/bkg_swpenn0965_small.jpg | https://historicbridges.org/pennsylvania/old21arch/swpenn071983.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/old21arch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.859610,-79.946200 | |||||||||||||||
| 2582 | Old State Road Bridge | This rare continuous pin-connected pony truss sits in an exctremely beautiful setting with its pier built into natural rock next to a waterfall. The technical description of the main or most noteworthy span of the bridge is a 69 ft (21.03 m) metal continuous pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. | 44.523560 | -73.459870 | Old State Road | Ausable River | Ausable Chasm | Clinton County, New York and Essex County, New York | New York | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 6 | Continuous | 2 | 0 | 0 | 0 | 1975 | Groton Bridge Company of Groton, New York | 9 | 8 | 69 | 21.03 | 136 | 41.45 | 15 | 4.57 | https://historicbridges.org/newyork/oldstate/little_p1070353_small.jpg | https://historicbridges.org/newyork/oldstate/little_p1070353.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/oldstate/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.523560,-73.459870 | |||||||||||||
| 2583 | Hope Bridge | Rip Rap Road Bridge | Although it is a bridge to nowhere these days, the largest truss span in the county received a well-deserved restoration. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by Unknown. | 39.840240 | -84.168260 | Rip Rap Road (Great Miami Recreational Trail) | Great Miami River | Dayton | Montgomery County, Ohio | Ohio | United States | Metal | Pennsylvania | Rivet-Connected | Through | Truss | Fixed | 14 | 1 | 0 | 0 | 1924 | 0 | Unknown | 7 | 7 | 300 | 91.44 | 306 | 93.27 | 18 | 5.49 | https://historicbridges.org/ohio/oldriprap/little_pict0572_small.jpg | https://historicbridges.org/ohio/oldriprap/little_pict0572.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/oldriprap/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.840240,-84.168260 | |||||||||||||
| 2584 | Old Sandbank Road Bridge | Spencer Road Bridge | Within view of beautiful Buttermilk Falls, this is a small but complete and very old truss bridge. The technical description of the main or most noteworthy span of the bridge is a 39.7 ft (12.1 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 42.416760 | -76.521920 | Sandbank Road (Old Alignment) / Spencer Road | Buttermilk Creek | Near Ithaca | Tompkins County, New York | New York | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1881 | 0 | King Bridge Company of Cleveland, Ohio | 6 | 6 | 39.7 | 12.1 | 42 | 12.8 | 11.2 | 3.41 | https://historicbridges.org/newyork/oldsandbank/bkg_newyork711_small.jpg | https://historicbridges.org/newyork/oldsandbank/newyork2107.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/oldsandbank/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.416760,-76.521920 | |||||||||||||
| 2585 | Old Schuylkill Road Bridge | This small stone arch structure is the oldest bridge in Chester County. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by James Brooke. | 40.199220 | -75.582400 | Old Schuylkill Road | Pigeon Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1804 | 0 | James Brooke | 9 | 9 | 0 | 0 | 53.2 | 16.22 | 20.3 | 6.19 | https://historicbridges.org/pennsylvania/chester207pigeoncreek/little_bridge2078_small.jpg | https://historicbridges.org/pennsylvania/chester207pigeoncreek/little_bridge2078.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester207pigeoncreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.199220,-75.582400 | |||||||||||||||
| 2586 | Old Skeena Bridge | This bridge is an impressive example of its kind and is a very long one-lane bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by Unknown. | 54.516210 | -128.562190 | Lakelse Avenue (BC-37) | Skeena River | Terrace | Kitimat-Stikine District, British Columbia | British Columbia | Canada | Metal | Pennsylvania | Rivet-Connected | Through | Truss | Fixed | 0 | 1 | 0 | 0 | 1925 | 1953 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/britishcolumbia/oldskeena/little_4939880761_1cfdb58979oldskeenabridge_o_small.jpg | https://historicbridges.org/britishcolumbia/oldskeena/little_4939880761_1cfdb58979oldskeenabridge_o.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/oldskeena/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=54.516210,-128.562190 | ||||||||||||||
| 2587 | Old Skeena Railway Bridge | This multi-span truss bridge is noteworthy for its curved design. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Vancouver, British Columbia. | 54.516220 | -128.562180 | Railroad (Canadian National) | Skeena River | Terrace | Kitimat-Stikine District, British Columbia | British Columbia | Canada | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 0 | 1 | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 0 | 5 | 1954 | 0 | Dominion Bridge Company of Vancouver, British Columbia | 4 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/britishcolumbia/oldskeenarr/little_4940084871_bbf4e25c1ecnrailwaybridge_o_small.jpg | https://historicbridges.org/britishcolumbia/oldskeenarr/little_4940084871_bbf4e25c1ecnrailwaybridge_o.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/oldskeenarr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=54.516220,-128.562180 | ||||||||
| 2589 | Old Stone Railway Bridge | This metal truss bridge is named after its stone approach spans. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 51.435850 | -116.385360 | Abandoned Alignment | Sherbrooke Creek | Rural | Columbia-Shuswap District, British Columbia | British Columbia | Canada | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 0 | 1 | Stone | Semicircular | Deck | Arch | Fixed | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/britishcolumbia/oldstonerailway/little_4950476450_743d2f0c56oldstonerailwaybridge_o_small.jpg | https://historicbridges.org/britishcolumbia/oldstonerailway/little_4950476450_743d2f0c56oldstonerailwaybridge_o.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/oldstonerailway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.435850,-116.385360 | |||||||||
| 2590 | Old Telegraph Road Bridge | This abandoned bridge likely has an interesting history and is an extremely rare multi-span concrete through girder. The technical description of the main or most noteworthy span of the bridge is a concrete through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. Special note about bridge location: This bridge is on abandoned alignment immediately west of the existing Telegraph Road (US-24) | 41.982140 | -83.371880 | Abandoned Alignment of US-24 (Telegraph Road) | Stony Creek | Rural | Monroe County, Michigan | Michigan | United States | This bridge is on abandoned alignment immediately west of the existing Telegraph Road (US-24) | Concrete | Through | Girder | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | Unknown | Michigan State Highway Department | 5 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/telegraph/little_dscf4308_small.jpg | https://historicbridges.org/michigan/telegraph/little_dscf4308.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/telegraph/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.982140,-83.371880 | ||||||||||||||
| 2591 | Old TR-428 Bridge | This bridge is severely overgrown and is hard to photograph. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 39.932560 | -79.146220 | TR-428 (Abandoned Road) | Coxes Creek | Rural | Somerset County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/oldtr428/bkg_swpenn0463_small.jpg | https://historicbridges.org/pennsylvania/oldtr428/swpenn070481.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/oldtr428/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.932560,-79.146220 | ||||||||||||||
| 2592 | Old US-2 Bridge | This is skewed example of a concrete camelback bridge in good condition. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) concrete 60 Foot Plan curved chord through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 46.478330 | -89.964490 | Private Drive (Old US-2) | Little Black River | Rural | Gogebic County, Michigan | Michigan | United States | Concrete | 60 Foot Plan | Curved Chord Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | Michigan State Highway Department | 7 | 7 | 60 | 18.29 | 60 | 18.29 | 22 | 6.71 | https://historicbridges.org/michigan/oldus2/bkg_IMG_0815-179_small.jpg | https://historicbridges.org/michigan/oldus2/IMG_0815.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/oldus2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.478330,-89.964490 | ||||||||||||||
| 2593 | Old US-2 Cisco Branch Ontonagon River Bridge | Although it suffers from deteriorating railings, this bridge is an early and unaltered example of its type. The technical description of the main or most noteworthy span of the bridge is a 57.7 ft (17.59 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 46.297290 | -89.416880 | Old US-2 | Cisco Branch Ontonagon River | Rural | Gogebic County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1927 | 0 | Unknown | Michigan State Highway Department | 2 | 3 | 57.7 | 17.59 | 60 | 18.29 | 30 | 9.14 | https://historicbridges.org/michigan/oldus2ciscobranchontonagon/little_oldus2ciscobranchontonagon_3573_small.jpg | https://historicbridges.org/michigan/oldus2ciscobranchontonagon/little_oldus2ciscobranchontonagon_3573.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/oldus2ciscobranchontonagon/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.297290,-89.416880 | ||||||||||||||||
| 2594 | Old US-2 Little Fishdam River Bridge | This is one of the smallest through girder bridges known to remain in Michigan. The technical description of the main or most noteworthy span of the bridge is a 21.7 ft (6.61 m) concrete through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 45.904640 | -86.557510 | Old US-2 (N-32) | Little Fishdam River | Rural | Delta County, Michigan | Michigan | United States | Concrete | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1920 | 0 | Unknown | Michigan State Highway Department | 5 | 6 | 21.7 | 6.61 | 25.6 | 7.8 | 19 | 5.79 | https://historicbridges.org/michigan/oldus2fishdam/little_bridgelookingnorth_small.jpg | https://historicbridges.org/michigan/oldus2fishdam/little_bridgelookingnorth.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/oldus2fishdam/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.904640,-86.557510 | |||||||||||||||
| 2595 | Old US-2 Middle Branch Ontonagon River Bridge | This is a large and unaltered example of a bridge design Michigan used for small-span crossings. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 46.277890 | -89.308880 | Old US-2 | Middle Branch Ontonagon River | Rural | Gogebic County, Michigan | Michigan | United States | Concrete | T-Beam | Fixed | 0 | 1 | 0 | 0 | 1927 | 0 | Unknown | Michigan State Highway Department | 2 | 2 | 30 | 9.14 | 32 | 9.75 | 35 | 10.67 | https://historicbridges.org/michigan/oldus2middlebranchontonagon/little_oldus2middlebranchontonagon_3565_small.jpg | https://historicbridges.org/michigan/oldus2middlebranchontonagon/little_oldus2middlebranchontonagon_3565.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/oldus2middlebranchontonagon/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.277890,-89.308880 | ||||||||||||||||
| 2597 | Bavington Bridge | Old US-22 Bridge | This concrete arch bridge was bypassed and abandoned. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 40.427740 | -80.368380 | US-22 (Abandoned Alignment) | Raccoon Creek | Rural | Washington County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/bavington/little_bavington1786_small.jpg | https://historicbridges.org/pennsylvania/bavington/little_bavington1786.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bavington/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.427740,-80.368380 | ||||||||||||||
| 2598 | Old US-27 Bridge | This is a small state-designed truss bridge on old highway alignment. The technical description of the main or most noteworthy span of the bridge is a 62 ft (18.9 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 36.127770 | -84.616510 | Old US-27 | Emory River | Rural | Morgan County, Tennessee | Tennessee | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | Concrete | T-Beam | Fixed | 0 | 2 | 1930 | 0 | Unknown | 6 | 6 | 62 | 18.9 | 143 | 43.59 | 20.3 | 6.19 | https://historicbridges.org/tennessee/us27oldallignmentwartburgtn/little_r148_small.jpg | https://historicbridges.org/tennessee/us27oldallignmentwartburgtn/little_r148.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/us27oldallignmentwartburgtn/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.127770,-84.616510 | |||||||||||
| 2599 | Old US-141 Bridge | This bridge is a great and increasingly rare example of a concrete camelback bridge that deserves preservation. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) concrete 60 Foot Plan curved chord through girder, fixed. The bridge was primarily built by Samuel Mills of Escanaba, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 46.230320 | -88.447960 | Old US-141 | Hemlock River | Amasa | Iron County, Michigan | Michigan | United States | Concrete | 60 Foot Plan | Curved Chord Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1924 | 0 | Samuel Mills of Escanaba, Michigan | Michigan State Highway Department | 7 | 7 | 60 | 18.29 | 60 | 18.29 | 21 | 6.4 | https://historicbridges.org/michigan/old141amasa/little_old141amasa_2632_small.jpg | https://historicbridges.org/michigan/old141amasa/little_old141amasa_2632.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/old141amasa/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.230320,-88.447960 | ||||||||||||||
| 2600 | Old US-41 Collapsed Culvert | This tiny concrete culvert collapsed and had a replacement structure put in place on top of it. The technical description of the main or most noteworthy span of the bridge is a concrete culvert, fixed. The bridge was primarily built by Unknown. | 46.569580 | -88.302930 | Old US-41 | Lateral Creek | Rural | Baraga County, Michigan | Michigan | United States | Concrete | Culvert | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 1 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/old41kinglakeroadcollapsedculvert/little_old41kinglakeroadcollapsedculvert_4999_small.jpg | https://historicbridges.org/michigan/old41kinglakeroadcollapsedculvert/little_old41kinglakeroadcollapsedculvert_4999.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/old41kinglakeroadcollapsedculvert/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.569580,-88.302930 | |||||||||||||||||
| 2601 | Old US-41 Culvert | This concrete culvert appears to be an example of small-scale bridge construction on old US-41 alignment. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. | 46.543790 | -88.082360 | Old US-41 | Unnamed Stream | Rural | Marquette County, Michigan | Michigan | United States | Concrete | Slab | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 1 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/old41boxculvert/little_old41boxculvert_5040_small.jpg | https://historicbridges.org/michigan/old41boxculvert/little_old41boxculvert_5040.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/old41boxculvert/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.543790,-88.082360 | |||||||||||||||||
| 2602 | Old US-41 Peshekee River Bridge | Trunk Line Bridge Number 1 | Not only is this the longest concrete through girder bridge in Michigan it was the first Michigan state trunk line bridge ever built! The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) concrete through girder, fixed. The bridge was primarily built by Powell and Mitchell of Marquette, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 46.527860 | -88.004200 | Abandoned US-41 Alignment | Peshekee River | Rural | Marquette County, Michigan | Michigan | United States | Concrete | Through | Girder | Fixed | 0 | 6 | 0 | 0 | 1914 | 0 | Powell and Mitchell of Marquette, Michigan | Michigan State Highway Department | 8 | 9 | 40 | 12.19 | 240 | 73.15 | 15 | 4.57 | https://historicbridges.org/michigan/trunklinebridgenumber1/little_trunklinebridgenumber1peshekeeriver_4577_small.jpg | https://historicbridges.org/michigan/trunklinebridgenumber1/little_trunklinebridgenumber1peshekeeriver_4577.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/trunklinebridgenumber1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.527860,-88.004200 | ||||||||||||||
| 2603 | Old US-41 Tioga River Bridge | This appears to be an old, possibly pre-1920 example of a concrete girder bridge. The technical description of the main or most noteworthy span of the bridge is a concrete through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 46.562110 | -88.329910 | Old US-41 | Tioga River | Rural | Baraga County, Michigan | Michigan | United States | Concrete | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | Michigan State Highway Department | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/old41kinglakeroad/little_old41kinglakeroad_5012_small.jpg | https://historicbridges.org/michigan/old41kinglakeroad/little_old41kinglakeroad_5012.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/old41kinglakeroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.562110,-88.329910 | |||||||||||||||
| 2604 | Old US-41 Pike River Bridge | Trunk Line Bridge Number 8 | This small bridge is one of the first state highway bridges built in Michigan. The technical description of the main or most noteworthy span of the bridge is a 36.7 ft (11.19 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Smith-Byers-Sparks Company of Houghton, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 47.018660 | -88.526530 | Old US-41 (CR-C117) | Pike River | Rural | Houghton County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1914 | 1966 | Smith-Byers-Sparks Company of Houghton, Michigan | Michigan State Highway Department | 3 | 6 | 36.7 | 11.19 | 37.7 | 11.49 | 19 | 5.79 | https://historicbridges.org/michigan/oldus41pikeriverbridge/little_oldus41pikeriverbridge_4883_small.jpg | https://historicbridges.org/michigan/oldus41pikeriverbridge/little_oldus41pikeriverbridge_4883.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/oldus41pikeriverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.018660,-88.526530 | |||||||||||||||
| 2605 | Old US-41 Big Cedar River Bridge | This attractive riveted pony truss is fairly unusual among surviving metal truss bridges in Michigan. The technical description of the main or most noteworthy span of the bridge is a 59 ft (17.98 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is located on a golf course and is private property, open to golf course users only. | 45.692721 | -87.336937 | Golf Course Pathway | Golf Course Waterway | Rural | Menominee County, Michigan | Michigan | United States | This bridge is located on a golf course and is private property, open to golf course users only. | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1918 | 0 | Unknown | 5 | 7 | 59 | 17.98 | 62 | 18.9 | 20 | 6.1 | https://historicbridges.org/michigan/sweetgrassgolfcourse2/little_sweetgrassgolfcourse2_0728_small.jpg | https://historicbridges.org/michigan/sweetgrassgolfcourse2/little_sweetgrassgolfcourse2_0728.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/sweetgrassgolfcourse2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.692721,-87.336937 | |||||||||||||
| 2607 | Old US-41 Backwater Creek Bridge | This bridge is an excellent example of an early state standard pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Northwestern Bridge and Iron Company of Milwaukee, Wisconsin. The bridge was primarily designed by Michigan State Highway Department. Special note about bridge location: This bridge is on a private road and is private property. It is visible from US-41 however. | 46.754180 | -88.494950 | Private Drive (Old US-41 Alignment) | Backwater Creek | Rural | Baraga County, Michigan | Michigan | United States | This bridge is on a private road and is private property. It is visible from US-41 however. | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1918 | 0 | Northwestern Bridge and Iron Company of Milwaukee, Wisconsin | Michigan State Highway Department | 5 | 6 | 80 | 24.38 | 81 | 24.69 | 18 | 5.49 | https://historicbridges.org/michigan/old41backwater/little_oldus41backwatercreekbridge_4901_small.jpg | https://historicbridges.org/michigan/old41backwater/little_oldus41backwatercreekbridge_4901.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/old41backwater/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.754180,-88.494950 | ||||||||||||
| 2608 | Old US-41 Sturgeon River Bridge | Hidden away on this old highway alignment is this outstanding example of a concrete camelback bridge. The technical description of the main or most noteworthy span of the bridge is a concrete 75 Foot Plan curved chord through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 46.614570 | -88.452900 | Old US-41 | Sturgeon River | Rural | Baraga County, Michigan | Michigan | United States | Concrete | 75 Foot Plan | Curved Chord Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | Michigan State Highway Department | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/oldus41sturgeonriver/little_oldus41sturgeonriver_4844_small.jpg | https://historicbridges.org/michigan/oldus41sturgeonriver/little_oldus41sturgeonriver_4844.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/oldus41sturgeonriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.614570,-88.452900 | ||||||||||||||
| 2609 | Old US-45 Bridge | This tiny abandoned bridge is a reminder that this partially abandoned road was one part of US-45. The technical description of the main or most noteworthy span of the bridge is a concrete t-beam, fixed. The bridge was primarily built by Unknown. | 46.230660 | -89.194290 | Old US-45 | Duck Creek | Rural | Gogebic County, Michigan | Michigan | United States | Concrete | T-Beam | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 2 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/oldus45/little_oldus45_3525_small.jpg | https://historicbridges.org/michigan/oldus45/little_oldus45_3525.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/oldus45/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.230660,-89.194290 | |||||||||||||||||
| 2610 | Old Williams Road Bridge | This bridge has two different span designs and contrasts metal truss bridge technology. The technical description of the main or most noteworthy span of the bridge is a 73.2 ft (22.31 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 39.662550 | -78.561910 | Old Williams Road | Town Creek | Rural | Allegany County, Maryland | Maryland | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | Metal | Warren (No Verticals) | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 1910 | 1977 | Unknown | 7 | 7 | 73.2 | 22.31 | 141 | 42.98 | 14 | 4.27 | https://historicbridges.org/maryland/oldwilliams/little_p1210007_small.jpg | https://historicbridges.org/maryland/oldwilliams/little_p1210007.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/oldwilliams/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.662550,-78.561910 | ||||||||
| 2611 | Old Wilson's Bridge | This is the oldest among a rich collection of stone arch bridges in this county. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Silas Harry of Chambersburg, Pennsylvania. | 39.657870 | -77.847980 | National Pike (Abandoned Alignment) | Conococheague Creek | Rural | Washington County, Maryland | Maryland | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 5 | 0 | 0 | 1819 | 1984 | Silas Harry of Chambersburg, Pennsylvania | 8 | 7 | 0 | 0 | 210 | 64.01 | 0 | 0 | https://historicbridges.org/maryland/wilsonold/little_p1210512_small.jpg | https://historicbridges.org/maryland/wilsonold/little_p1210512.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/wilsonold/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.657870,-77.847980 | |||||||||||||||
| 2612 | Old WV-2 Bridge | A small concrete arch bridge that has not been used for a very long time. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Wetzel Engineering Company of New Martinsville, West Virginia. | 39.719910 | -80.822240 | Old WV-2 | Dry Run | Rural | Wetzel County, West Virginia | West Virginia | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1916 | 0 | Wetzel Engineering Company of New Martinsville, West Virginia | 4 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/wvirginia/oldwv2/07march1235_small.jpg | https://historicbridges.org/wvirginia/oldwv2/07march1236.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/oldwv2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.719910,-80.822240 | |||||||||||||||
| 2613 | Old WV-7 Bridge | This very long single span pony truss features a large top chord as a result. The technical description of the main or most noteworthy span of the bridge is a 108 ft (32.92 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by York Bridge Company of York, Pennsylvania. | 39.611990 | -80.811270 | Old WV-7 | Little Fishing Creek | Rural | Wetzel County, West Virginia | West Virginia | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 1912 | 0 | York Bridge Company of York, Pennsylvania | 6 | 6 | 108 | 32.92 | 111 | 33.83 | 12 | 3.66 | https://historicbridges.org/wvirginia/oldwv7/bkg_07march450_small.jpg | https://historicbridges.org/wvirginia/oldwv7/07march0104.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/oldwv7/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.611990,-80.811270 | ||||||||||||||
| 2614 | Old Zoar Bridge | This unusual three span bridge is an extremely rare and early example of a continuous pin-connected truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal continuous pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 40.608720 | -81.428200 | Old CR-82 | Tuscarawas River | Near Dover | Tuscarawas County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | Continuous | 3 | 0 | 0 | 1883 | 2004 | Wrought Iron Bridge Company of Canton, Ohio | 9 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/doverzoar/bkg_swpenn0481_small.jpg | https://historicbridges.org/ohio/doverzoar/swpenn070523.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/doverzoar/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.608720,-81.428200 | |||||||||||||
| 2615 | Olde 8 Road Bridge | Perhaps the only interesting thing to be found on the entire Ohio Turnpike, this is an unusual riveted steel arch overpass. The technical description of the main or most noteworthy span of the bridge is a 216 ft (65.84 m) metal Solid Ribbed deck arch, fixed. The bridge was primarily built by Unknown. | 41.258190 | -81.509930 | Olde 8 Road | I-80 (Ohio Turnpike) | Boston Heights | Summit County, Ohio | Ohio | United States | Metal | Solid Ribbed | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1954 | 1990 | Unknown | 5 | 5 | 216 | 65.84 | 288 | 87.78 | 28 | 8.53 | https://historicbridges.org/ohio/olde8/little_p1200437_fix_small.jpg | https://historicbridges.org/ohio/olde8/little_p1200437_fix.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/olde8/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.258190,-81.509930 | |||||||||||||||
| 2616 | Olympic Island Bridge | This inviting park foot bridge on the Toronto Islands is a slender, graceful structure that showcases the aesthetic potential of concrete. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 43.621940 | -79.377120 | Pedestrian Walkway | Inner Harbour | Toronto | Toronto City, Ontario | Ontario | Canada | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/olympicisland/little_olympicislandbridge0705_6_7_fuseda_small.jpg | https://historicbridges.org/ontario/olympicisland/little_olympicislandbridge0705_6_7_fuseda.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/olympicisland/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.621940,-79.377120 | |||||||||||||||
| 2619 | ! | Oneida and Western Railroad Bridge | Although once-common, very few railroad Whipple truss bridges remain today. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Unknown. | 36.454080 | -84.651420 | Railroad (Rail-Trail) | Big South Fork | Rural | Scott County, Tennessee | Tennessee | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 13 | 1 | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | Unknown | 8 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/tennessee/oneida/historicb072_small.jpg | https://historicbridges.org/tennessee/oneida/historicb072.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/oneida/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.454080,-84.651420 | |||||||||
| 2621 | Ontonagon Railroad Bridge | A rare and early surviving example of a multi-span railroad pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Lassig Bridge and Iron Works of Chicago, Illinois. | 46.867440 | -89.317400 | Railroad (Escanaba and Lake Superior Railroad) | Ontonagon River | Ontonagon | Ontonagon County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 6 | 2 | Metal | Deck | Girder | Fixed | 0 | 0 | 1899 | 0 | Lassig Bridge and Iron Works of Chicago, Illinois | 7 | 8 | 100 | 30.48 | 470 | 143.26 | 15 | 4.57 | https://historicbridges.org/michigan/ontonagonrrbridge/little_ontonagonrrbridge_3398_small.jpg | https://historicbridges.org/michigan/ontonagonrrbridge/little_ontonagonrrbridge_3398.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/ontonagonrrbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.867440,-89.317400 | ||||||||||
| 2622 | ! | Orange Road Bridge | Although bypassed, this bridge with remarkable historic integrity is having its fate decided, and could face demolition. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Toledo Bridge Company of Toledo, Ohio (Former Smith Bridge Company of Toledo, Ohio). | 40.175340 | -83.045520 | Orange Road | Olentangy River | Rural | Delaware County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1898 | 1970 | Toledo Bridge Company of Toledo, Ohio (Former Smith Bridge Company of Toledo, Ohio) | 7 | 7 | 180 | 54.86 | 182 | 55.47 | 16 | 4.88 | https://historicbridges.org/ohio/orange/bkg_07march136_small.jpg | https://historicbridges.org/ohio/orange/07march0249.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/orange/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.175340,-83.045520 | |||||||||||||
| 2623 | Orangevale Avenue Bridge | This concrete arch bridge is noted for its lack of alteration. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by W. N. Concanon. The bridge was primarily designed by Drury D. Butler. | 38.680880 | -121.194310 | Orangevale Avenue | Gold Creek | Folsom | Sacramento County, California | California | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 1 | Concrete | T-Beam | Fixed | 0 | 0 | 1915 | 2017 | W. N. Concanon | Drury D. Butler | 7 | 7 | 100 | 30.48 | 161 | 49.07 | 18 | 5.49 | https://historicbridges.org/california/orangevaleavenue/little_day3_orangevaleavenue03296_small.jpg | https://historicbridges.org/california/orangevaleavenue/little_day3_orangevaleavenue03296.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/orangevaleavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.680880,-121.194310 | |||||||||||
| 2628 | Orient Bridge | This is a very large and ornate Whipple truss that has been bypassed by a new bridge and left for its historic and aesthetic value. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Cleveland Bridge and Iron Company of Cleveland, Ohio. | 39.802230 | -83.169330 | OH-762 (Old Alignment) | Big Darby Creek | Rural (Near Orient) | Pickaway County, Ohio | Ohio | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 15 | 1 | 0 | 0 | 1885 | 0 | Cleveland Bridge and Iron Company of Cleveland, Ohio | 8 | 9 | 0 | 0 | 225 | 68.58 | 16 | 4.88 | https://historicbridges.org/ohio/orient/bkg_07march141_small.jpg | https://historicbridges.org/ohio/orient/07march0272.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/orient/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.802230,-83.169330 | ||||||||||||||
| 2629 | Orleans Street Bridge | Bridge Number 103.1, Clayton Hale Pedestrian Bridge | One of two pedestrian truss bridges crossing the railroad in Paxton. The technical description of the main or most noteworthy span of the bridge is a 126.7 ft (38.62 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 40.458430 | -88.097230 | Orleans Street Walkway | Railroad (Illinois Central) | Paxton | Ford County, Illinois | Illinois | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 0 | 1 | 0 | 0 | 1924 | 0 | Unknown | 4 | 5 | 126.7 | 38.62 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/paxtonorleans/little_dscf4799_small.jpg | https://historicbridges.org/illinois/paxtonorleans/little_dscf4799.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/paxtonorleans/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.458430,-88.097230 | |||||||||||||
| 2630 | Orndorff Road Bridge | This is an unaltered example of a concrete t-beam bridge. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) concrete t-beam, fixed. The bridge was primarily built by E. B. and B. F. Lippincott. The bridge was primarily designed by T. B. Dinsmore. | 39.858080 | -80.199320 | Orndorff Road (TR-491) | Smith Creek | Rural | Greene County, Pennsylvania | Pennsylvania | United States | Concrete | T-Beam | Fixed | 0 | 1 | 0 | 0 | 1926 | 0 | E. B. and B. F. Lippincott | T. B. Dinsmore | 1 | 2 | 45 | 13.72 | 48 | 14.63 | 17.4 | 5.3 | https://historicbridges.org/pennsylvania/orndorffroad/little_orndorffroad1011_small.jpg | https://historicbridges.org/pennsylvania/orndorffroad/little_orndorffroad1011.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/orndorffroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.858080,-80.199320 | ||||||||||||||||
| 2634 | Wabash Bridge | Ottumwa Railroad Bridge | This skewed multi-span railroad bridge has been converted for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Detroit Bridge and Iron Works of Detroit, Michigan. | 41.011670 | -92.411200 | Railroad (Rail-Trail) | Des Moines River | Ottumwa | Wapello County, Iowa | Iowa | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 3 | Metal | Through | Girder | Fixed | 0 | 0 | 1888 | 2007 | Detroit Bridge and Iron Works of Detroit, Michigan | 6 | 7 | 0 | 0 | 770 | 234.7 | 10 | 3.05 | https://historicbridges.org/iowa/ottumwarr/little_dscf6104_small.jpg | https://historicbridges.org/iowa/ottumwarr/little_dscf6104.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/ottumwarr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.011670,-92.411200 | |||||||||
| 2635 | Ottawa Lake Road Bridge | A small example of a concrete straight chord through girder in Michigan in decent condition. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) concrete through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 41.763070 | -83.762050 | Ottawa Lake Road | Ottawa Lake Drain | Rural | Monroe County, Michigan | Michigan | United States | Concrete | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | Michigan State Highway Department | 4 | 6 | 30 | 9.14 | 30.8 | 9.39 | 21 | 6.4 | https://historicbridges.org/michigan/ottawalake/little_p1110176_small.jpg | https://historicbridges.org/michigan/ottawalake/little_p1110176.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/ottawalake/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.763070,-83.762050 | |||||||||||||||
| 2636 | ! | Ottawa Street Bridge | Although an excellent example of its kind, this bridge has actually received more attention than it may have deserved. The technical description of the main or most noteworthy span of the bridge is a 35.8 ft (10.91 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 43.251730 | -86.235080 | Ottawa Street | South Branch Muskegon River | Muskegon | Muskegon County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1929 | 0 | Unknown | Michigan State Highway Department | 2 | 2 | 35.8 | 10.91 | 37.4 | 11.4 | 40 | 12.19 | https://historicbridges.org/michigan/ottawa/little_ottawa_st_muskegon_r_s_br_1_small.jpg | https://historicbridges.org/michigan/ottawa/little_ottawa_st_muskegon_r_s_br_1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/ottawa/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.251730,-86.235080 | |||||||||||||||
| 2637 | Otway Bridge Approach Span | This is an attractive truss bridge span that is an approach span for a covered bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. | 38.862770 | -83.190190 | Old OH-348 | Scioto Brush Creek | Otway | Scioto County, Ohio | Ohio | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 1923 | 0 | Unknown | 5 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/otway/thumb.jpg | https://historicbridges.org/ohio/otway/oh_scioto_otway_bridge_17m.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/otway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.862770,-83.190190 | ||||||||||||||
| 2638 | Ouaquaga Bridge | An extremely rare and ornate bridge in a beautiful setting. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) metal pin-connected Lenticular through truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. | 42.123530 | -75.647180 | Dutchtown Road (Doolittle Road) | Susquehanna River | Ouaquaga | Broome County, New York | New York | United States | Metal | Lenticular | Pin-Connected | Through | Truss | Fixed | 10 | 2 | 0 | 0 | 1888 | 1990 | Berlin Iron Bridge Company of East Berlin, Connecticut | 9 | 9 | 170 | 51.82 | 342 | 104.24 | 14.8 | 4.51 | https://historicbridges.org/newyork/ouaquaga/bkg_newyork409_small.jpg | https://historicbridges.org/newyork/ouaquaga/newyork1164.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ouaquaga/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.123530,-75.647180 | ||||||||||||||
| 2639 | Outer Drive Joy Road Bridge | Outer Drive Bonaparte Road Bridge | An example of a Wayne County Road Commission standard arch bridge used as an overpass. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 42.357130 | -83.261800 | Outer Drive | Joy Road (Formerly Bonaparte Road) | Detroit | Wayne County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1927 | 0 | Unknown | 4 | 5 | 70 | 21.34 | 74.8 | 22.8 | 40 | 12.19 | https://historicbridges.org/michigan/outerdrivejoyroad/little_dscf5548_small.jpg | https://historicbridges.org/michigan/outerdrivejoyroad/little_dscf5548.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/outerdrivejoyroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.357130,-83.261800 | ||||||||||||||
| 2640 | Outer Drive Lower River Rouge Bridge | This is an attractive concrete arch bridge although its railings have been replaced. The technical description of the main or most noteworthy span of the bridge is a 63 ft (19.2 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Bishop and Weir of Detroit, Michigan. | 42.303880 | -83.263360 | Outer Drive | Lower River Rouge | Dearborn | Wayne County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1930 | 0 | Bishop and Weir of Detroit, Michigan | 3 | 4 | 63 | 19.2 | 72.8 | 22.19 | 60 | 18.29 | https://historicbridges.org/michigan/outer_lower/little_dscf3719_small.jpg | https://historicbridges.org/michigan/outer_lower/little_dscf3719.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/outer_lower/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.303880,-83.263360 | |||||||||||||||
| 2641 | Outer Drive Upper River Rouge Bridge | Of the many old bridges in western Wayne County, this is one of the few with original decorative balustrade railings and light standards. The technical description of the main or most noteworthy span of the bridge is a 46 ft (14.02 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. | 42.383510 | -83.259090 | Outer Drive | Upper River Rouge | Detroit | Wayne County, Michigan | Michigan | United States | Concrete | T-Beam | Fixed | 0 | 2 | 0 | 0 | 1927 | 0 | Unknown | 3 | 6 | 46 | 14.02 | 95.8 | 29.2 | 60 | 18.29 | https://historicbridges.org/michigan/outer_upper/little_dscf3788_small.jpg | https://historicbridges.org/michigan/outer_upper/little_dscf3788.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/outer_upper/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.383510,-83.259090 | |||||||||||||||||
| 2642 | Owasco Lake Outlet Bridge | This is a very unusual and rare example of a bedstead truss. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt bedstead pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on a private drive. | 43.055770 | -76.632720 | Private Drive | Owasco Lake Outlet | Rural | Cayuga County, New York | New York | United States | This bridge is on a private drive. | Metal | Pratt | Pin-Connected | Bedstead Pony | Truss | Fixed | 4 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | Unknown | 8 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/owascolake/little_ricketybedstead2_small.jpg | https://historicbridges.org/newyork/owascolake/little_ricketybedstead2.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/owascolake/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.055770,-76.632720 | ||||||||||
| 2643 | ! | Owego Turnpike Bridge | An example of a small highway over highway grade separation in Pennsylvania. The technical description of the main or most noteworthy span of the bridge is a 28 ft (8.53 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. | 41.522200 | -75.266940 | Owego Turnpike (PA-3028) | Lake Ariel Highway (PA-191) | Rural | Wayne County, Pennsylvania | Pennsylvania | United States | Concrete | T-Beam | Fixed | 0 | 1 | 0 | 0 | 1941 | 0 | Unknown | 2 | 2 | 28 | 8.53 | 30 | 9.14 | 26 | 7.92 | https://historicbridges.org/pennsylvania/owegoturnpike/little_p1080566_small.jpg | https://historicbridges.org/pennsylvania/owegoturnpike/little_p1080563.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/owegoturnpike/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.522200,-75.266940 | ||||||||||||||||
| 2645 | Owens Road Railroad Bridge | This railroad bridge is visible from nearby I-86. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Unknown. | 42.389850 | -77.396030 | Railroad (Livonia, Avon and Lakeville) | Cohocton River | Near Avoca | Steuben County, New York | New York | United States | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/owens/bkg_newyork154_small.jpg | https://historicbridges.org/newyork/owens/newyork0452.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/owens/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.389850,-77.396030 | ||||||||||||||
| 2646 | Oxford-Waterloo Road Bridge | This attractive camelback truss adds interest to an otherwise simple country roadway. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Camelback through truss, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. | 43.326630 | -80.633920 | Oxford-Waterloo Road | Nith River | Wilmot Township and Blandford-Blenheim Township | Waterloo Region, Ontario and Oxford County, Ontario | Ontario | Canada | Metal | Camelback | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1912 | 0 | Hamilton Bridge Company of Hamilton, Ontario | 7 | 6 | 150 | 45.72 | 152.9 | 46.6 | 12 | 3.66 | https://historicbridges.org/ontario/oxfordwaterloo/little_pict7058_small.jpg | https://historicbridges.org/ontario/oxfordwaterloo/little_pict7058.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/oxfordwaterloo/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.326630,-80.633920 | ||||||||||||||
| 2647 | PA-21 Muddy Creek Bridge | This is a traitional highway plate girder bridge. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 39.877280 | -79.999430 | E. Roy Furman Highway (PA-21) | Muddy Creek | Rural | Greene County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1930 | 1982 | Unknown | 2 | 1 | 80 | 24.38 | 84 | 25.6 | 27 | 8.23 | https://historicbridges.org/pennsylvania/pa21muddycreek/little_pa21muddycreek0822_small.jpg | https://historicbridges.org/pennsylvania/pa21muddycreek/little_pa21muddycreek0822.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pa21muddycreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.877280,-79.999430 | ||||||||||||||||
| 2648 | PA-21 North Fork Bridge | One of two similar concrete arch bridges on this stretch of PA-21. The technical description of the main or most noteworthy span of the bridge is a 48 ft (14.63 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 39.891920 | -80.475900 | Roy Furman Highway (PA-21) | North Fork Dunkard Fork Wheeling Creek | Rural | Greene County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1930 | 0 | Unknown | 4 | 4 | 48 | 14.63 | 58 | 17.68 | 30 | 9.14 | https://historicbridges.org/pennsylvania/pa21north/little_pa21west0927_small.jpg | https://historicbridges.org/pennsylvania/pa21north/little_pa21west0927.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pa21north/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.891920,-80.475900 | |||||||||||||||
| 2649 | PA-21 South Fork Bridge | One of two similar concrete arch bridges on this stretch of PA-21. The technical description of the main or most noteworthy span of the bridge is a 48 ft (14.63 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 39.890790 | -80.477030 | Roy Furman Highway (PA-21) | South Fork Dunkard Fork Wheeling Creek | Rural | Greene County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1930 | 0 | Unknown | 4 | 4 | 48 | 14.63 | 57 | 17.37 | 30 | 9.14 | https://historicbridges.org/pennsylvania/pa21south/little_pa21east0953_small.jpg | https://historicbridges.org/pennsylvania/pa21south/little_pa21east0953.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pa21south/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.890790,-80.477030 | |||||||||||||||
| 2650 | PA-21 South Fork 10 Mile Creek Bridge | This concrete arch is one of two in the county that had a beautiful and unique railing design. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 39.895860 | -80.227640 | Roy Furman Highway (PA-21 and PA-18) | South Fork 10 Mile Creek | Rural | Greene County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1927 | 0 | Unknown | 5 | 5 | 120 | 36.58 | 126 | 38.4 | 23 | 7.01 | https://historicbridges.org/pennsylvania/pa21/little_pa210975_small.jpg | https://historicbridges.org/pennsylvania/pa21/little_pa210975.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pa21/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.895860,-80.227640 | |||||||||||||||
| 2651 | ! | PA-93 Nescopeck Creek Bridge | This bridge is a good example of a state standard truss bridge, and is one of several historic bridges on this creek. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal rivet-connected Parker pony truss, fixed. The bridge was primarily built by Correale Construction Company of Hazleton, Pennsylvania and Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by Pennsylvania State Highway Department. | 41.014340 | -76.078750 | PA-93 | Nescopeck Creek | Rural | Luzerne County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Rivet-Connected | Pony | Truss | Fixed | 9 | 1 | 0 | 0 | 1937 | 1986 | Correale Construction Company of Hazleton, Pennsylvania and Bethlehem Steel Company of Bethlehem, Pennsylvania | Pennsylvania State Highway Department | 5 | 5 | 125 | 38.1 | 132 | 40.23 | 32.2 | 9.81 | https://historicbridges.org/pennsylvania/sr93/little_pb160003_small.jpg | https://historicbridges.org/pennsylvania/sr93/little_pb160003.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/sr93/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.014340,-76.078750 | ||||||||||||
| 2653 | PA-287 Bridge | This skewed through truss adds a great deal of beauty and interest to this road and the surrounding area. The technical description of the main or most noteworthy span of the bridge is a 155 ft (47.24 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Farris Engineering (Bridge) Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Pennsylvania State Highway Department. | 41.274540 | -77.229620 | PA-287 | Larrys Creek | Salladasburg | Lycoming County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1941 | 1993 | Farris Engineering (Bridge) Company of Pittsburgh, Pennsylvania | Pennsylvania State Highway Department | 5 | 5 | 155 | 47.24 | 158 | 48.16 | 25 | 7.62 | https://historicbridges.org/pennsylvania/salladasburg/little_dscf8363_small.jpg | https://historicbridges.org/pennsylvania/salladasburg/little_dscf8363.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/salladasburg/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.274540,-77.229620 | |||||||||||||
| 2656 | PA-980 Railroad Overpass | We would be able to tell you who built this bridge if PennDOT had not mounted a clearance sign right on top of the builder name! The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 40.322190 | -80.232600 | Railroad (Norfolk Southern) | PA-980 | Rural | Washington County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1903 | 0 | Unknown | 3 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/pa980overpass/little_pa9800913_small.jpg | https://historicbridges.org/pennsylvania/pa980overpass/little_pa9800913.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pa980overpass/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.322190,-80.232600 | |||||||||||||||
| 2657 | Pittsburgh and Lake Erie Railroad Bridge | Big Run Branch Railroad Bridge | This highly skewed and unusually ornate railroad bridge is one of the most beautiful railroad bridges ever seen! The technical description of the main or most noteworthy span of the bridge is a 235 ft (71.63 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Unknown. | 40.981660 | -80.353270 | Railroad (Pittsburgh and and Lake Erie) | Shenango River | New Castle | Lawrence County, Pennsylvania | Pennsylvania | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 12 | 1 | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | Unknown | 8 | 8 | 235 | 71.63 | 370 | 112.78 | 0 | 0 | https://historicbridges.org/pennsylvania/p_le_bigrunbranch/little_bigrunbranchrailroadbridge4826_7_8f_small.jpg | https://historicbridges.org/pennsylvania/p_le_bigrunbranch/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/p_le_bigrunbranch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.981660,-80.353270 | |||||||
| 2659 | Paines Bridge | Smith Road Bridge, County Bridge Number 12 | This traditional bridge was built by a little-known builder. The technical description of the main or most noteworthy span of the bridge is a 122 ft (37.19 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by United Construction Company of Albany, New York. | 41.701890 | -76.554530 | Smith Road (TR-358) | Towanda Creek | Rural | Bradford County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1908 | 1962 | United Construction Company of Albany, New York | 5 | 5 | 122 | 37.19 | 127 | 38.71 | 13.5 | 4.11 | https://historicbridges.org/pennsylvania/paines/bkg_newyork282_small.jpg | https://historicbridges.org/pennsylvania/paines/newyork0821.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/paines/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.701890,-76.554530 | |||||||||||||
| 2660 | Paintersville Bridge | With fixed through truss approach spans and an impressive main bascule span, this is a nice looking example of a significant bascule type. The technical description of the main or most noteworthy span of the bridge is a 226 ft (68.88 m) metal rivet-connected Pratt through truss, movable: double leaf bascule, Heel Trunnion. The bridge was primarily built by Moore Dry Dock Company of Oakland, California. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. | 38.318630 | -121.577730 | CA-160 | Sacramento River | Rural | Sacramento County, California | California | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Movable: Double Leaf Bascule | Heel Trunnion | 0 | 3 | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 2 | 1923 | 1952 | Moore Dry Dock Company of Oakland, California | Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois | 7 | 7 | 226 | 68.88 | 588 | 179.22 | 17.4 | 5.3 | https://historicbridges.org/california/ca160sacramentoriverbridge/little_day2_ca160sacramentoriverbridge00781_small.jpg | https://historicbridges.org/california/ca160sacramentoriverbridge/little_day2_ca160sacramentoriverbridge00781.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/ca160sacramentoriverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.318630,-121.577730 | ||||||
| 2661 | Paisley Railway Bridge | Although a nice looking high level deck truss, also noteworthy are remains of Phoenix columns under the bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 44.302750 | -81.276320 | Railroad (Rail-Trail) | Teeswater River | Paisley | Bruce County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 10 | 1 | Metal | Deck | Girder | Fixed | 0 | 0 | 1926 | 0 | Unknown | 6 | 7 | 0 | 0 | 607 | 185.01 | 0 | 0 | https://historicbridges.org/ontario/paisleyrail/little_p1020495_small.jpg | https://historicbridges.org/ontario/paisleyrail/little_p1020495.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/paisleyrail/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.302750,-81.276320 | ||||||||||
| 2662 | Pall Mall Bridge | York Homeplace Bridge | This is the last remaining truss bridge on public roads in Fentress County. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by J.M. Hickman Company. | 36.542290 | -84.961660 | US-127 (North York Highway) | Wolf River | Pall Mall | Fentress County, Tennessee | Tennessee | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 5 | 1 | Concrete | T-Beam | Fixed | 0 | 2 | 1940 | 0 | J.M. Hickman Company | 6 | 7 | 100 | 30.48 | 159 | 48.46 | 23.9 | 7.28 | https://historicbridges.org/tennessee/pallmall/bkg_pallmall07_small.jpg | https://historicbridges.org/tennessee/pallmall/pallmall25.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/pallmall/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.542290,-84.961660 | ||||||||||
| 2663 | Pancake Clarkson Road Bridge | This is a fairly long span Pratt truss, and has very interesting railing details, characteristic of its builder. The technical description of the main or most noteworthy span of the bridge is a 139 ft (42.37 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania. | 40.753580 | -80.539010 | Pancake Clarkson Road (TR-1031) | North Fork Little Beaver Creek | Rural | Columbiana County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1893 | 2008 | Penn Bridge Company of Beaver Falls, Pennsylvania | 8 | 7 | 139 | 42.37 | 142 | 43.28 | 12.8 | 3.9 | https://historicbridges.org/ohio/pancakeclarkson/little_bkg_hb026b_small.jpg | https://historicbridges.org/ohio/pancakeclarkson/little_bkg_hb026b.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/pancakeclarkson/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.753580,-80.539010 | ||||||||||||||
| 2664 | Panhandle Railroad Bridge | This impressive railroad bridge features a variety of span types and truss configurations. The technical description of the main or most noteworthy span of the bridge is a 351 ft (106.98 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Unknown. | 40.433200 | -79.998000 | Railroad (Port Authority T Line) | Monongahela River, Railroad, and Local Streets | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 14 | 1 | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 10 | 0 | 1903 | 0 | Unknown | 8 | 7 | 351 | 106.98 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/panhandle/little_p1230365_small.jpg | https://historicbridges.org/pennsylvania/panhandle/little_p1230365.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/panhandle/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.433200,-79.998000 | ||||||||
| 2666 | Papermill Road Bridge | A good example of this mock stone arch bridge type. The technical description of the main or most noteworthy span of the bridge is a 18.7 ft (5.7 m) corrugated multi-plate Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 42.870960 | -77.761420 | Papermill Road | Conesus Outlet | Rural | Livingston County, New York | New York | United States | Corrugated Multi-Plate | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1940 | 0 | Unknown | 3 | 3 | 18.7 | 5.7 | 90 | 27.43 | 21.7 | 6.61 | https://historicbridges.org/newyork/papermill/bkg_newyork039_small.jpg | https://historicbridges.org/newyork/papermill/newyork0122.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/papermill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.870960,-77.761420 | |||||||||||||||
| 2668 | Paris Railway Bridge | Penman's Bridge | This is a large high level deck truss that remains in heavy use by trains. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 43.197920 | -80.382370 | Railroad (Canadian National) | Grand River | Paris | Brant County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 8 | 5 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 150 | 45.72 | 760 | 231.65 | 0 | 0 | https://historicbridges.org/ontario/parisrailroadbridge/little_parisrailroadbridge0729_small.jpg | https://historicbridges.org/ontario/parisrailroadbridge/little_parisrailroadbridge0722b.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/parisrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.197920,-80.382370 | |||||||||||||
| 2669 | Parker Bridge | Noted for an distinctive slope, this is a truss bridge with a Parker configuration appropriately located in a community named Parker! The technical description of the main or most noteworthy span of the bridge is a 390 ft (118.87 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Pennsylvania State Highway Department. | 41.101990 | -79.679720 | PA-368 | Allegheny River | Parker | Armstrong County, Pennsylvania and Clarion County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 12 | 4 | 0 | 0 | 1934 | 0 | McClintic-Marshall Company of Pittsburgh, Pennsylvania | Pennsylvania State Highway Department | 6 | 7 | 390 | 118.87 | 1140 | 347.47 | 23 | 7.01 | https://historicbridges.org/truss/parker/little_pict8465_small.jpg | https://historicbridges.org/truss/parker/little_pict8465.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/parker/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.101990,-79.679720 | |||||||||||||
| 2670 | Park Avenue Bridge | One of the individually unique and beautiful bridges crossing one of the most important historic highways in the country. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) concrete rigid-frame, fixed. The bridge was primarily built by Mariani Construction Company of New Haven, Connecticut. | 41.228060 | -73.245490 | Park Avenue | Merritt Parkway (CT-15) | Fairfield | Fairfield County, Connecticut | Connecticut | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1940 | 0 | Mariani Construction Company of New Haven, Connecticut | 6 | 6 | 90 | 27.43 | 90 | 27.43 | 30 | 9.14 | https://historicbridges.org/connecticut/park/little_img_2390_small.jpg | https://historicbridges.org/connecticut/park/little_img_2390.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/park/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.228060,-73.245490 | |||||||||||||||||
| 2671 | Park Avenue Bridge | Bridge E-181 | One of two attractive and historic Erie Canal lift bridges in Brockport. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal rivet-connected Warren (No Verticals) pony truss, movable: vertical lift. The bridge was primarily built by Skene and Richmond of Louisa, Kentucky. | 43.215270 | -77.935270 | Park Avenue | Erie Canal (New York State Barge Canal) | Brockport | Monroe County, New York | New York | United States | Metal | Warren (No Verticals) | Rivet-Connected | Pony | Truss | Movable: Vertical Lift | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1914 | 0 | Skene and Richmond of Louisa, Kentucky | 8 | 7 | 130 | 39.62 | 155.8 | 47.49 | 18.4 | 5.61 | https://historicbridges.org/newyork/brockportparkave/little_p1420477_small.jpg | https://historicbridges.org/newyork/brockportparkave/little_p1420477.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/brockportparkave/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.215270,-77.935270 | ||||||||||
| 2672 | ! | Parke Lane Bridge | One of the most attractive and intact examples of the unusual Wayne County cantilevered concrete arch. The technical description of the main or most noteworthy span of the bridge is a 98.8 ft (30.11 m) concrete cantilever Closed Spandrel (Ribbed) deck arch, fixed. The bridge was primarily built by Gosner and Flynn of Dearborn, Michigan. | 42.168150 | -83.143850 | Parke Lane | Thorofare Canal | Grosse Ile | Wayne County, Michigan | Michigan | United States | Concrete | Closed Spandrel (Ribbed) | Deck | Arch | Fixed | 0 | Cantilever | 1 | 0 | 0 | 1929 | 0 | Gosner and Flynn of Dearborn, Michigan | 7 | 7 | 98.8 | 30.11 | 98.8 | 30.11 | 36 | 10.97 | https://historicbridges.org/michigan/parke/little_dscf7859_small.jpg | https://historicbridges.org/michigan/parke/little_dscf7859.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/parke/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.168150,-83.143850 | |||||||||||||
| 2673 | Park Road Bridge | This representative example bridge is noted for its 48 degree skew. The technical description of the main or most noteworthy span of the bridge is a 109 ft (33.22 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 42.170210 | -86.320140 | Park Road | I-94 | Rural | Berrien County, Michigan | Michigan | United States | Concrete | Curved | T-Beam | Fixed | 0 | Continuous | 4 | 0 | 0 | 1960 | 0 | Unknown | Michigan State Highway Department | 2 | 2 | 109 | 33.22 | 382 | 116.43 | 22 | 6.71 | https://historicbridges.org/michigan/park/little_dscf4937_small.jpg | https://historicbridges.org/michigan/park/little_dscf4937.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/park/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.170210,-86.320140 | ||||||||||||||
| 2675 | Park Street Bridge | One of several older bridges in Traverse City with attractive and unaltered railings. The technical description of the main or most noteworthy span of the bridge is a 59.7 ft (18.2 m) metal stringer (multi-beam), fixed. The bridge was primarily built by B. H. Sargent of Grand Rapids, Michigan. | 44.764444 | -85.618056 | Park Street | Boardman River | Traverse City | Grand Traverse County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1956 | 0 | B. H. Sargent of Grand Rapids, Michigan | 1 | 1 | 59.7 | 18.2 | 59.7 | 18.2 | 40 | 12.19 | https://historicbridges.org/michigan/traverse_park/little_dscf4507_small.jpg | https://historicbridges.org/michigan/traverse_park/little_dscf4507.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/traverse_park/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.764444,-85.618056 | |||||||||||||||||
| 2676 | Park Street Bridge | Associated with Depression era relief programs, this is the wider of two nice looking historic bascule bridges in Alameda. The technical description of the main or most noteworthy span of the bridge is a 285.4 ft (86.99 m) metal rivet-connected Pratt through truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Mac Donald and Kahn of Los Angeles, California. The bridge was primarily designed by County of Alameda Surveyors Office. | 37.771650 | -122.236570 | Park Street | Oakland Estuary | Alameda and Oakland | Alameda County, California | California | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Concrete | Slab | Fixed | 0 | 4 | 1935 | 0 | Mac Donald and Kahn of Los Angeles, California | County of Alameda Surveyors Office | 7 | 7 | 285.4 | 86.99 | 433 | 131.98 | 64.6 | 19.69 | https://historicbridges.org/california/alamedapark/little_day4_alamedaparkstreetbridge04662_small.jpg | https://historicbridges.org/california/alamedapark/little_day4_alamedaparkstreetbridge04662.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/alamedapark/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.771650,-122.236570 | |||||||||
| 2677 | Parker Street Bridge | Bridge E-127 | An unusual variation of the early 20th Century fixed Erie Canal bridges. The technical description of the main or most noteworthy span of the bridge is a 99.7 ft (30.39 m) metal rivet-connected Polygonal Warren (No Verticals) pony truss, fixed. The bridge was primarily built by Lackawanna Bridge Company of Buffalo, New York. | 43.100560 | -77.439220 | Parker Street | Erie Canal (New York State Barge Canal) | Fairport | Monroe County, New York | New York | United States | Metal | Polygonal Warren (No Verticals) | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | Concrete | Slab | Fixed | 0 | 1 | 1912 | 0 | Lackawanna Bridge Company of Buffalo, New York | 6 | 6 | 99.7 | 30.39 | 120.7 | 36.79 | 16.4 | 5 | https://historicbridges.org/newyork/fairportparker/little_img_4641_small.jpg | https://historicbridges.org/newyork/fairportparker/little_img_4641.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/fairportparker/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.100560,-77.439220 | ||||||||||
| 2678 | Parkersburg-Belpre Bridge | This impressive structure features a decorative portal bracing design and extensive approach system. The technical description of the main or most noteworthy span of the bridge is a 348 ft (106.07 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. The bridge was primarily designed by John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois). | 39.271090 | -81.565640 | Railroad (CSX) | Ohio River | Belpre and Parkersburg | Washington County, Ohio and Wood County, West Virginia | Ohio and West Virginia | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 0 | 6 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 8 | 0 | 1905 | 1972 | King Bridge Company of Cleveland, Ohio | John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois) | 7 | 8 | 348 | 106.07 | 4397 | 1340.21 | 0 | 0 | https://historicbridges.org/ohio/parkersburgrr/bkg_07march401_small.jpg | https://historicbridges.org/ohio/parkersburgrr/07march1048.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/parkersburgrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.271090,-81.565640 | |||||||
| 2680 | Parry Bridge | One of three riveted rolling lift bascule bridges in Chatham that no longer operate for boats. The technical description of the main or most noteworthy span of the bridge is a 111.5 ft (33.99 m) metal Variable Depth deck girder, movable: double leaf bascule, Rolling Lift. The bridge was primarily built by Canadian Bridge Company of Walkerville, Ontario. The bridge was primarily designed by Hazelet and Erdal of Chicago, Illinois. | 42.393950 | -82.210080 | Keil Drive | Thames River | Chatham | Chatham-Kent Region, Ontario | Ontario | Canada | Metal | Variable Depth | Deck | Girder | Movable: Double Leaf Bascule | Rolling Lift | 0 | 1 | Metal | Railing Height | Girder | Fixed | 0 | 2 | 1955 | 0 | Canadian Bridge Company of Walkerville, Ontario | Hazelet and Erdal of Chicago, Illinois | 5 | 6 | 111.5 | 33.99 | 308.4 | 94 | 37.7 | 11.49 | https://historicbridges.org/ontario/parrybridge/little_p1960922_small.jpg | https://historicbridges.org/ontario/parrybridge/little_p1960918.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/parrybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.393950,-82.210080 | |||||||||
| 2682 | Patterson Hill Road Bridge | This preserved historic bridge was designed by a noteworthy local engineering firm. The technical description of the main or most noteworthy span of the bridge is a 113 ft (34.44 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. The bridge was primarily designed by Storrs and Storrs of Concord, New Hampshire. | 43.168010 | -71.841560 | Patterson Hill Road | Contoocook River | Rural | Merrimack County, New Hampshire | New Hampshire | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1915 | 2001 | Groton Bridge Company of Groton, New York | Storrs and Storrs of Concord, New Hampshire | 6 | 7 | 113 | 34.44 | 119 | 36.27 | 13.5 | 4.11 | https://historicbridges.org/newhampshire/pattersonhillroad/little_p1510826_small.jpg | https://historicbridges.org/newhampshire/pattersonhillroad/little_p1510826.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newhampshire/pattersonhillroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.168010,-71.841560 | |||||||||||||
| 2683 | Patterson Bridge | A good representative example of a traditional bridge type. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Decatur Bridge Company of Decatur, Illinois. | 39.614130 | -92.040760 | CR-255 (CR-564) | Crooked Creek | Rural | Monroe County, Missouri | Missouri | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1913 | 0 | Decatur Bridge Company of Decatur, Illinois | 5 | 5 | 70 | 21.34 | 97 | 29.57 | 10.8 | 3.29 | https://historicbridges.org/missouri/patterson/little_dscf6006_small.jpg | https://historicbridges.org/missouri/patterson/little_dscf6006.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/patterson/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.614130,-92.040760 | |||||||||||
| 2684 | Patterson Park Bridge North | Patterson Park Bridge West | One of two unusual little bridges located in a park setting. The technical description of the main or most noteworthy span of the bridge is a 33.8 ft (10.3 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 43.146667 | -85.950556 | Patterson Park Road | Rio Grande Creek | Rural | Muskegon County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1932 | 0 | Unknown | 1 | 2 | 33.8 | 10.3 | 35.8 | 10.91 | 14 | 4.27 | https://historicbridges.org/michigan/pattersonpark_north/little_pict4797_small.jpg | https://historicbridges.org/michigan/pattersonpark_north/little_pict4797.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/pattersonpark_north/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.146667,-85.950556 | ||||||||||||||||
| 2685 | Patterson Park Bridge South | Patterson Park Bridge East | One of two unusual little bridges located in a park setting. The technical description of the main or most noteworthy span of the bridge is a 34.8 ft (10.61 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 43.146389 | -85.948611 | Patterson Park Road | Rio Grande Creek | Rural | Muskegon County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1932 | 0 | Unknown | 1 | 2 | 34.8 | 10.61 | 35.8 | 10.91 | 14 | 4.27 | https://historicbridges.org/michigan/pattersonpark_south/little_pict4803_small.jpg | https://historicbridges.org/michigan/pattersonpark_south/little_pict4803.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/pattersonpark_south/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.146389,-85.948611 | ||||||||||||||||
| 2686 | Patterson Road Bridge | This impressive bridge is noted in Maine for the length of its truss span. The technical description of the main or most noteworthy span of the bridge is a 262.2 ft (79.92 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Pittsburgh - Des Moines Steel Company. | 44.083930 | -69.748260 | Patterson Road (ME-197) | Eastern River | Rural | Lincoln County, Maine | Maine | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | Concrete | T-Beam | Fixed | 0 | 1 | 1936 | 0 | Pittsburgh - Des Moines Steel Company | 7 | 7 | 262.2 | 79.92 | 296 | 90.22 | 22 | 6.71 | https://historicbridges.org/maine/patterson_road_197/little_p1490698_small.jpg | https://historicbridges.org/maine/patterson_road_197/little_p1490698.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maine/patterson_road_197/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.083930,-69.748260 | |||||||||||
| 2688 | Paul L. Davis Memorial Bridge | High Street Bridge | Although partially altered, this bridge is a rare and good example of a rigid-frame overpass. The technical description of the main or most noteworthy span of the bridge is a 43 ft (13.11 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 43.910550 | -69.820220 | High Street (ME-209) | US-1 (Leeman Highway) | Bath | Sagadahoc County, Maine | Maine | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1947 | 1983 | Unknown | 4 | 6 | 43 | 13.11 | 123 | 37.49 | 30 | 9.14 | https://historicbridges.org/maine/bathhighstreet/little_p1490050_small.jpg | https://historicbridges.org/maine/bathhighstreet/little_p1490050.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maine/bathhighstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.910550,-69.820220 | ||||||||||||||||
| 2689 | Paw Paw Footbridge | This tiny bridge is noted for its lattice railing. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.213020 | -85.891840 | Pedestrian Walkway | Paw Paw River | Paw Paw | Van Buren County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 2 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/pawpawped/little_fulladd_m-40inpaw-pawnearwineries2740_small.jpg | https://historicbridges.org/michigan/pawpawped/little_fulladd_m-40inpaw-pawnearwineries2740.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/pawpawped/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.213020,-85.891840 | |||||||||||||||||
| 2690 | Paw Paw River Railroad Bridge | Although significantly altered and no longer able to raise for boats, this bridge is an unusual and perhaps unexpected bascule bridge. The technical description of the main or most noteworthy span of the bridge is a 71 ft (21.64 m) metal deck girder, movable: single leaf bascule, Fixed Trunnion. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. | 42.116570 | -86.468740 | Railroad (CSX) | Paw Paw River | Benton Harbor | Berrien County, Michigan | Michigan | United States | Metal | Deck | Girder | Movable: Single Leaf Bascule | Fixed Trunnion | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 2 | 1911 | 0 | Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin | 5 | 6 | 71 | 21.64 | 123 | 37.49 | 0 | 0 | https://historicbridges.org/michigan/bentonharborbascule/little_p1440069_70_71_tonemapped_small.jpg | https://historicbridges.org/michigan/bentonharborbascule/little_p1440069_70_71_tonemapped.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/bentonharborbascule/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.116570,-86.468740 | |||||||||||
| 2691 | Pawlings Road Railroad Overpass | This plate girder overpass is configured as two structures sharing the same abutments. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. | 40.115300 | -75.472210 | Railroad (Norfolk Southern) | Pawlings Road | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 2 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/pawlingsroad/little_pawlingsroad001_small.jpg | https://historicbridges.org/pennsylvania/pawlingsroad/little_pawlingsroad001.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pawlingsroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.115300,-75.472210 | ||||||||||||||||
| 2692 | Payne Road Bridge | A bridge displaying the distinctive details of its builders, but heavilly altered. The technical description of the main or most noteworthy span of the bridge is a 47 ft (14.33 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 40.595410 | -74.858760 | Payne Road | Prescott Brook | Rural | Hunterdon County, New Jersey | New Jersey | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1899 | 1953 | Wrought Iron Bridge Company of Canton, Ohio | 5 | 6 | 47 | 14.33 | 47 | 14.33 | 15.4 | 4.69 | https://historicbridges.org/newjersey/payne/little_pict5241_small.jpg | https://historicbridges.org/newjersey/payne/little_pict5241.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/payne/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.595410,-74.858760 | ||||||||||||||
| 2694 | Peace Bridge | This signature bridge is a beautiful combination of graceful deck arch arch spans and an impressive through truss span. The technical description of the main or most noteworthy span of the bridge is a 423 ft (128.93 m) metal three-hinged Solid Ribbed deck arch, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by Edward P. Lupfer of Buffalo, New York and William Russell Davis. | 42.907030 | -78.906380 | Queen Elizabeth Way (QEW) | Niagara River | Buffalo and Fort Erie | Erie County, New York and Niagara Region, Ontario | New York and Ontario | United States | Metal | Solid Ribbed | Three-Hinged | Deck | Arch | Fixed | 0 | 5 | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 10 | 0 | 1927 | 2006 | Bethlehem Steel Company of Bethlehem, Pennsylvania | Edward P. Lupfer of Buffalo, New York and William Russell Davis | 8 | 8 | 423 | 128.93 | 3580 | 1091.18 | 36 | 10.97 | https://historicbridges.org/ontario/peace/little_p1410950_small.jpg | https://historicbridges.org/ontario/peace/little_p1410950.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/peace/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.907030,-78.906380 | |||||||
| 2695 | Pearl Street Railroad Overpass | One of two examples in Covington, this bridge is a classic stone arch overpass. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 40.122490 | -84.353670 | Railroad (Abandoned Pennsylvania Railroad) | Pearl Street | Covington | Miami County, Ohio | Ohio | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/covington2/little_pict3010_small.jpg | https://historicbridges.org/ohio/covington2/little_pict3010.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/covington2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.122490,-84.353670 | |||||||||||||||
| 2696 | Pearl Street Bridge | This impressive concrete arch bridge was drastically altered to function as a pre-stressed concrete bridge, but still retains an attractive appearance. The technical description of the main or most noteworthy span of the bridge is a 97.8 ft (29.81 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Koss Construction Company of Des Moines, Iowa. The bridge was primarily designed by Westcott Engineering Company of Chicago, Illinois. | 42.966540 | -85.675380 | Pearl Street | Grand River | Grand Rapids | Kent County, Michigan | Michigan | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 5 | Concrete | Culvert | Fixed | 0 | 1 | 1922 | 1983 | Koss Construction Company of Des Moines, Iowa | Westcott Engineering Company of Chicago, Illinois | 2 | 4 | 97.8 | 29.81 | 484 | 147.52 | 49 | 14.94 | https://historicbridges.org/michigan/pearl/little_pict5429_small.jpg | https://historicbridges.org/michigan/pearl/little_pict5429.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/pearl/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.966540,-85.675380 | |||||||||||
| 2698 | Peevy Road Bridge | This bridge is one of the best examples of the unusual Columbia Bridge Works truss details in the country. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Columbia Bridge Works of Dayton, Ohio. | 40.415040 | -75.522200 | Peevy Road | Perkiomen Creek | Rural | Montgomery County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1880 | 1987 | Columbia Bridge Works of Dayton, Ohio | 9 | 9 | 100 | 30.48 | 103 | 31.39 | 15.4 | 4.69 | https://historicbridges.org/pennsylvania/peevy/little_dscf0324_small.jpg | https://historicbridges.org/pennsylvania/peevy/little_dscf0324.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/peevy/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.415040,-75.522200 | ||||||||||||||
| 2699 | Peltier Road Bridge | This bridge includes a through truss span and a fairly long series of concrete approach spans. The technical description of the main or most noteworthy span of the bridge is a 152 ft (46.33 m) metal rivet-connected Camelback through truss, fixed. The bridge was primarily built by A. A. Edmondson of Glendale, California and A. L. Miller of Sacramento, California. | 38.189140 | -121.322040 | Peltier Road | Mokelumne River | Rural | San Joaquin County, California | California | United States | Metal | Camelback | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | Concrete | Slab | Fixed | 0 | 32 | 1947 | 1973 | A. A. Edmondson of Glendale, California and A. L. Miller of Sacramento, California | 6 | 5 | 152 | 46.33 | 881 | 268.53 | 24 | 7.32 | https://historicbridges.org/california/peltierroadbridge/little_day2_peltierroadbridge01900_small.jpg | https://historicbridges.org/california/peltierroadbridge/little_day2_peltierroadbridge01900.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/peltierroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.189140,-121.322040 | |||||||||||
| 2702 | Penn Manor Road Bridge | This tiny arch bridge once had attractive balustrade railings. The technical description of the main or most noteworthy span of the bridge is a 41 ft (12.5 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 40.332310 | -79.664870 | Penn Manor Road (PA-4010) | Brush Creek Branch | Manor | Westmoreland County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1929 | 0 | Unknown | 3 | 3 | 41 | 12.5 | 48 | 14.63 | 20 | 6.1 | https://historicbridges.org/pennsylvania/pennmanor/little_p1470687_small.jpg | https://historicbridges.org/pennsylvania/pennmanor/little_p1470687.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pennmanor/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.332310,-79.664870 | |||||||||||||||
| 2703 | Penn Street Bridge | Penn Street Viaduct | This large and impressive concrete arch bridge is a fairly old example of its type and is a centerpiece for the city. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by L. H. Focht and Son. The bridge was primarily designed by Benjamin Herman Davis. | 40.335440 | -75.937090 | Penn Street (US-422 Business) | Schuylkill River, Front Street, and Railroad (Norfolk Southern) | Reading | Berks County, Pennsylvania | Pennsylvania | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 5 | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 22 | 1913 | 1958 | L. H. Focht and Son | Benjamin Herman Davis | 7 | 7 | 110 | 33.53 | 1337 | 407.52 | 55 | 16.76 | https://historicbridges.org/pennsylvania/reading_penn/little_dscf0565_small.jpg | https://historicbridges.org/pennsylvania/reading_penn/little_dscf0565.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/reading_penn/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.335440,-75.937090 | ||||||||
| 2706 | Pennsylvania Avenue Bridge | A railroad overpass that retains good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 32.8 ft (10 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Anderson and Company of Chicago, Illinois. | 42.719240 | -84.538120 | Railroad (Canadian National) | Pennsylvania Avenue | Lansing | Ingham County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | 1928 | 0 | Anderson and Company of Chicago, Illinois | 2 | 3 | 32.8 | 10 | 66 | 20.12 | 0 | 0 | https://historicbridges.org/michigan/pennsylvania/little_dscf0026_small.jpg | https://historicbridges.org/michigan/pennsylvania/little_add2022pennsylvania_8270.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/pennsylvania/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.719240,-84.538120 | |||||||||||||||||
| 2708 | Pennsylvania Turnpike Railroad Overpass | This overpass originally carried a railroad line, but today is an access road for turnpike workers. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania Turnpike Commission. | 40.555070 | -79.845040 | Access Drive (Former Railroad) | I-76 (Pennsylvania Turnpike) | Rural | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1952 | 0 | Unknown | Pennsylvania Turnpike Commission | 1 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/turnpikerr/little_turnpikerr0185_small.jpg | https://historicbridges.org/pennsylvania/turnpikerr/little_turnpikerr0185.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpikerr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.555070,-79.845040 | |||||||||||||||
| 2709 | Pennsylvania Turnpike Brush Creek Bridge | A large deck plate girder bridge that was widened by adding a stringer bridge. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal deck girder, fixed. The bridge was primarily built by Unknown. | 40.331740 | -79.688940 | Pennsylvania Turnpike (I-76) | Brush Creek, Railroad, and Broadway Street (PA-993) | Rural | Westmoreland County, Pennsylvania | Pennsylvania | United States | Metal | Deck | Girder | Fixed | 0 | 10 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 1952 | 1995 | Unknown | 2 | 2 | 120 | 36.58 | 1001 | 305.1 | 80 | 24.38 | https://historicbridges.org/pennsylvania/turnpikebrush/little_p1470797_small.jpg | https://historicbridges.org/pennsylvania/turnpikebrush/little_p1470797.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpikebrush/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.331740,-79.688940 | |||||||||||||
| 2710 | Pennsylvania Turnpike Ramp Bridge | One of the only examples of a Pennsylvania Turnpike overpass that has been preserved, and will eventually be one of the last surviving. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 40.315940 | -79.680190 | Pennsylvania Turnpike (I-76) Ramp | US-30 (Historic Lincoln Highway) | Rural | Westmoreland County, Pennsylvania | Pennsylvania | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1939 | 0 | Unknown | 5 | 6 | 72 | 21.95 | 80.1 | 24.41 | 54 | 16.46 | https://historicbridges.org/pennsylvania/lincoln_turnpike/little_p1470738_small.jpg | https://historicbridges.org/pennsylvania/lincoln_turnpike/little_p1470738.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/lincoln_turnpike/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.315940,-79.680190 | |||||||||||||||||
| 2712 | Pennsylvania Turnpike Exit 201 Bridge | One of the disappearing examples of original Pennsylvania Turnpike overpasses, this is an uncommon freeway over highway overpass with integrity. The technical description of the main or most noteworthy span of the bridge is a 38 ft (11.58 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 40.157570 | -77.615990 | I-76 (Pennsylvania Turnpike) | Turnpike Ramp | Rural | Franklin County, Pennsylvania | Pennsylvania | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1939 | 0 | Unknown | 4 | 4 | 38 | 11.58 | 44 | 13.41 | 99 | 30.18 | https://historicbridges.org/pennsylvania/paturnpikeexit201/little_p1220271_small.jpg | https://historicbridges.org/pennsylvania/paturnpikeexit201/little_p1220271.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/paturnpikeexit201/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.157570,-77.615990 | |||||||||||||||||
| 2713 | Pennypack Creek Bridge | Frankford Avenue Bridge | This is the oldest highway bridge in the United States! The technical description of the main or most noteworthy span of the bridge is a 25 ft (7.62 m) stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 40.043550 | -75.020530 | Frankford Avenue (US-13) | Pennypack Creek | Philadelphia | Philadelphia County, Pennsylvania | Pennsylvania | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1697 | 1893 | Unknown | 10 | 10 | 25 | 7.62 | 73 | 22.25 | 37 | 11.28 | https://historicbridges.org/pennsylvania/frankford/little_dscf1596_small.jpg | https://historicbridges.org/pennsylvania/frankford/little_dscf1596.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/frankford/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.043550,-75.020530 | ||||||||||||||
| 2715 | Pentoga Road Bridge | This pony truss, a locally rare bridge type, has had some unusual alterations. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 46.001820 | -88.500840 | Pentoga Road (Cherry Avenue) | Brule River | Pentoga | Iron County, Michigan and Florence County, Wisconsin | Michigan and Wisconsin | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1924 | 1988 | Unknown | 5 | 7 | 60 | 18.29 | 64 | 19.51 | 16 | 4.88 | https://historicbridges.org/wisconsin/bruleriverpentogaroadcherryavenue/little_bruleriverpentogaroadcherryavenue_3186_small.jpg | https://historicbridges.org/wisconsin/bruleriverpentogaroadcherryavenue/little_bruleriverpentogaroadcherryavenue_3186.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/bruleriverpentogaroadcherryavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.001820,-88.500840 | ||||||||||||||
| 2717 | ! | Perry Street Bridge | This technologically significant truss bridge is a rare surviving bridge by the noteworthy Morse Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 123 ft (37.49 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Morse Bridge Company of Youngstown, Ohio. | 41.622780 | -79.676940 | Perry Street | Oil Creek | Titusville | Crawford County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1881 | 1994 | Morse Bridge Company of Youngstown, Ohio | 7 | 8 | 123 | 37.49 | 130 | 39.62 | 17.4 | 5.3 | https://historicbridges.org/truss/tsperry/little_pict7140_small.jpg | https://historicbridges.org/truss/tsperry/little_pict7140.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/tsperry/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.622780,-79.676940 | |||||||||||||
| 2719 | Perth Street Bridge | This is an odd little plate girder with wooden approach spans. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. | 43.378310 | -80.726230 | Perth Street | Railroad (Canadian National) | Wilmot Township (New Hamburg) | Waterloo Region, Ontario | Ontario | Canada | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1950 | 0 | Unknown | 1 | 3 | 0 | 0 | 130.6 | 39.81 | 21 | 6.4 | https://historicbridges.org/ontario/perthst/bkg_newhamburg01_small.jpg | https://historicbridges.org/ontario/perthst/newhamburg01.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/perthst/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.378310,-80.726230 | ||||||||||||||||
| 2720 | Peshekee River Railroad Bridge | This is a plate girder with two fairly large spans. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. | 46.527610 | -88.004570 | Railroad (Duluth, South Shore, and Atlantic) | Peshekee River | Rural | Marquette County, Michigan | Michigan | United States | Metal | Through | Girder | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | Unknown | 2 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/peshekeeriverrrbridge/little_peshekeeriverrrbridge_4760_small.jpg | https://historicbridges.org/michigan/peshekeeriverrrbridge/little_peshekeeriverrrbridge_4760.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/peshekeeriverrrbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.527610,-88.004570 | ||||||||||||||||
| 2721 | Peshtigo Northern Railroad Bridge | This bridge is an unusual example of a multi-span railroad pony truss. The technical description of the main or most noteworthy span of the bridge is a 95 ft (28.96 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 45.052850 | -87.746150 | Railroad (Rail-Trail) | Peshtigo River | Peshtigo | Marinette County, Wisconsin | Wisconsin | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 4 | 0 | 0 | 1905 | 0 | Unknown | 7 | 7 | 95 | 28.96 | 330 | 100.58 | 0 | 0 | https://historicbridges.org/wisconsin/peshtigorrbridgenorth/little_peshtigorrbridgenorth_2531_small.jpg | https://historicbridges.org/wisconsin/peshtigorrbridgenorth/little_peshtigorrbridgenorth_2531.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/peshtigorrbridgenorth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.052850,-87.746150 | ||||||||||||||
| 2723 | Peterborough Lift Lock | While not a bridge this amazing structure was built by a bidge company and it has details similar to a metal truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected pony truss, movable: vertical lift. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. The bridge was primarily designed by Richard Birdsall Rogers. | 44.307990 | -78.300410 | Trent-Severn Waterway | Trent-Severn Waterway and Hunter Street | Peterborough | Peterborough County, Ontario | Ontario | Canada | Metal | Rivet-Connected | Pony | Truss | Movable: Vertical Lift | 0 | 1 | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 1904 | 0 | Dominion Bridge Company of Montréal, Québec | Richard Birdsall Rogers | 9 | 9 | 0 | 0 | 141.1 | 43.01 | 32.8 | 10 | https://historicbridges.org/ontario/peterboroughliftlock/little_img_6497_small.jpg | https://historicbridges.org/ontario/peterboroughliftlock/little_img_6497.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/peterboroughliftlock/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.307990,-78.300410 | |||||||||
| 2726 | Peterson Bridge | M-37 Pine River Bridge | A large, high-level deck plate girder bridge. The technical description of the main or most noteworthy span of the bridge is a 122 ft (37.19 m) metal Variable Depth deck girder, fixed. The bridge was primarily built by Walter Toebe Company. The bridge was primarily designed by Michigan State Highway Department. | 44.204167 | -85.800833 | M-37 (Grandview Highway) | Pine River | Rural | Wexford County, Michigan | Michigan | United States | Metal | Variable Depth | Deck | Girder | Fixed | 0 | 3 | 0 | 0 | 1947 | 0 | Walter Toebe Company | Michigan State Highway Department | 4 | 5 | 122 | 37.19 | 325 | 99.06 | 35 | 10.67 | https://historicbridges.org/michigan/peterson/little_dscf4096_small.jpg | https://historicbridges.org/michigan/peterson/little_dscf4096.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/peterson/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.204167,-85.800833 | |||||||||||||
| 2727 | Peterson Ford Bridge | Granville Bridge, Delaware County Bridge 45 | This bridge is one of only a couple known surviving examples of a Pegram style truss marketed as a High Triangular truss. The technical description of the main or most noteworthy span of the bridge is a 178 ft (54.25 m) metal pin-connected Pegram through truss, fixed. The bridge was primarily built by Indiana Bridge Company of Muncie, Indiana. | 40.313010 | -85.306540 | CR-850 North (Gregory Road) | Mississinewa River | Rural | Delaware County, Indiana | Indiana | United States | Metal | Pegram | Pin-Connected | Through | Truss | Fixed | 12 | 1 | 0 | 0 | 1902 | 1985 | Indiana Bridge Company of Muncie, Indiana | 9 | 9 | 178 | 54.25 | 183 | 55.78 | 15.7 | 4.79 | https://historicbridges.org/indiana/petersonfordbridge/little_petersonfordbridge2405_small.jpg | https://historicbridges.org/indiana/petersonfordbridge/little_petersonfordbridge2405.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/petersonfordbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.313010,-85.306540 | |||||||||||||
| 2729 | Mitchell Street Bridge | Petoskey Bridge | A massive concrete t-beam bridge with beautiful design details, this is truly a unique bridge. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) concrete t-beam, fixed. The bridge was primarily built by Whitney Brothers. The bridge was primarily designed by Michigan State Highway Department. | 45.373889 | -84.960278 | US-31 and M-68 (Mitchell Street) | Bear Creek | Petoskey | Emmet County, Michigan | Michigan | United States | Concrete | T-Beam | Fixed | 0 | 7 | 0 | 0 | 1930 | 0 | Whitney Brothers | Michigan State Highway Department | 6 | 6 | 45 | 13.72 | 264.8 | 80.71 | 40 | 12.19 | https://historicbridges.org/michigan/petoskey/little_dscf4677_small.jpg | https://historicbridges.org/michigan/petoskey/little_dscf4677.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/petoskey/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.373889,-84.960278 | |||||||||||||||
| 2730 | L | Phalen Park Arch Bridge | This bridge has a long history of being severely altered and changed, but is still interesting to take note of. The technical description of the main or most noteworthy span of the bridge is a 55 ft (16.76 m) concrete deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Claude Allen Porter Turner of Minneapolis, Minnesota. | 44.991220 | -93.060970 | Pedestrian Walkway | Keller Creek | St. Paul | Ramsey County, Minnesota | Minnesota | United States | Concrete | Deck | Arch | Fixed | 0 | 1 | Concrete | Slab | Fixed | 0 | 2 | 1910 | 2011 | Unknown | Claude Allen Porter Turner of Minneapolis, Minnesota | 4 | 4 | 55 | 16.76 | 124 | 37.8 | 27.6 | 8.41 | https://historicbridges.org/minnesota/phalenparkarch/little_phalenparkarch4031_small.jpg | https://historicbridges.org/minnesota/phalenparkarch/little_phalenparkarch4031.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/phalenparkarch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.991220,-93.060970 | |||||||||||
| 2731 | Phalen Park Overpass | This is a small concrete box overpass for pedestrians. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. | 44.990290 | -93.057420 | Pedestrian Walkway | Pedestrian Walkway | St. Paul | Ramsey County, Minnesota | Minnesota | United States | Concrete | Slab | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 1 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/minnesota/phalenparkoverpass/little_phalenparkoverpass3931_small.jpg | https://historicbridges.org/minnesota/phalenparkoverpass/little_phalenparkoverpass3931.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/phalenparkoverpass/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.990290,-93.057420 | |||||||||||||||||
| 2732 | Phalen Park Truss Bridge | Both of unusual design and unusual beauty, this preserved bridge is a unique variety of bedstead truss. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal rivet-connected Pratt bedstead pony truss, fixed. The bridge was primarily built by St. Paul Foundry Company of St. Paul, Minnesota. | 44.990440 | -93.057740 | Pedestrian Walkway | Keller Creek Channel | St. Paul | Ramsey County, Minnesota | Minnesota | United States | Metal | Pratt | Rivet-Connected | Bedstead Pony | Truss | Fixed | 4 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1906 | 0 | St. Paul Foundry Company of St. Paul, Minnesota | 8 | 8 | 60 | 18.29 | 92.5 | 28.19 | 29 | 8.84 | https://historicbridges.org/minnesota/phalenparktruss/little_phalenparktruss3976_small.jpg | https://historicbridges.org/minnesota/phalenparktruss/little_phalenparktruss3976.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/phalenparktruss/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.990440,-93.057740 | |||||||||||
| 2734 | Philadelphia and Reading Railroad Bridge | An amazing bridge, this extremely long bridge has attractive and fairly tall arch spans. The technical description of the main or most noteworthy span of the bridge is a 66 ft (20.12 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by James McGraw Company of Philadelphia, Pennsylvania. | 40.251170 | -76.881470 | Railroad (Norfolk Southern) | Susquehanna River | Harrisburg | Cumberland County, Pennsylvania and Dauphin County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 51 | 0 | 0 | 1924 | 0 | James McGraw Company of Philadelphia, Pennsylvania | 8 | 8 | 66 | 20.12 | 3507.7 | 1069.15 | 0 | 0 | https://historicbridges.org/pennsylvania/philadelphia_reading_rr/little_pict4259_small.jpg | https://historicbridges.org/pennsylvania/philadelphia_reading_rr/little_pict4259.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/philadelphia_reading_rr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.251170,-76.881470 | |||||||||||||||
| 2736 | Phoenix Park Bridge | This bridge is noteworthy for its rare railroad Whipple truss span and patented design details. The technical description of the main or most noteworthy span of the bridge is a 232 ft (70.71 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by American Bridge Works of Chicago, Illinois. | 44.813070 | -91.505420 | Railroad (Chippewa River State Rail-Trail) | Chippewa River | Eau Claire | Eau Claire County, Wisconsin | Wisconsin | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 16 | 1 | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 10 | 2 | 1876 | 1903 | American Bridge Works of Chicago, Illinois | 8 | 8 | 232 | 70.71 | 526 | 160.32 | 0 | 0 | https://historicbridges.org/wisconsin/phoenixparktrail/little_addphoenixpark_0868_small.jpg | https://historicbridges.org/wisconsin/phoenixparktrail/little_addphoenixpark_0868.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/phoenixparktrail/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.813070,-91.505420 | ||||||||
| 2737 | Phoenixville Iron Bridge | Even among other Phoenix column bridges, this example stands out as special, plus it is part of the former Phoenixville Iron Works. The technical description of the main or most noteworthy span of the bridge is a 96 ft (29.26 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. | 40.135670 | -75.517540 | Pedestrian Walkway | French Creek | Phoenixville | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 0 | 0 | Phoenix Bridge Company of Phoenixville, Pennsylvania | 9 | 9 | 96 | 29.26 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/phoenixvilleironbridge/little_phoenixvilleironbridge004_small.jpg | https://historicbridges.org/pennsylvania/phoenixvilleironbridge/little_phoenixvilleironbridge004.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/phoenixvilleironbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.135670,-75.517540 | ||||||||||||||
| 2738 | Phoenixville Ironworks Foot Bridge | An abandoned treasure, this is an extremely unusual bridge on account of its construction details. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Unknown. | 40.134890 | -75.513460 | Pedestrian Walkway | French Creek | Phoenixville | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Double-Intersection Warren | Rivet-Connected | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/phoenixvilleironworkspedfrenchcreek/little_phoenixvilleironpedfrenchcreek004_small.jpg | https://historicbridges.org/pennsylvania/phoenixvilleironworkspedfrenchcreek/little_phoenixvilleironpedfrenchcreek004.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/phoenixvilleironworkspedfrenchcreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.134890,-75.513460 | ||||||||||||||
| 2739 | Phoenixville Ironworks Railroad Bridge | Passing over the creek on a curve, this is an abandoned railroad bridge. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. | 40.134130 | -75.520780 | Railroad (Abandoned) | French Creek | Phoenixville | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | 0 | 0 | Unknown | 2 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/phoenixvilleironworksfrenchcreek/little_phoenixvilleironrr002_small.jpg | https://historicbridges.org/pennsylvania/phoenixvilleironworksfrenchcreek/little_phoenixvilleironrr002.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/phoenixvilleironworksfrenchcreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.134130,-75.520780 | ||||||||||||||||
| 2740 | Phoenixville Main Street Bridge | A skewed plate girder overpass. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. | 40.137010 | -75.515950 | Railroad (Pennsylvania Railroad) | Main Street | Phoenixville | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | Unknown | 1 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/phoenixvillemainstprr/little_phoenixvillemainstprr001_small.jpg | https://historicbridges.org/pennsylvania/phoenixvillemainstprr/little_phoenixvillemainstprr001.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/phoenixvillemainstprr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.137010,-75.515950 | ||||||||||||||||
| 2741 | Pickering Creek Railroad Bridge | This bridge is both curved and has a grade, making it unusual among railroad bridges. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Carnegie Steel Company of Pittsburgh, Pennsylvania. | 40.105580 | -75.529990 | Railroad (Pennsylvania Railroad) | Pickering Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Deck | Girder | Fixed | 0 | 15 | 0 | 0 | 1897 | 1913 | Carnegie Steel Company of Pittsburgh, Pennsylvania | 5 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/pickeringcreektrestle/little_pickeringcreektrestle006_small.jpg | https://historicbridges.org/pennsylvania/pickeringcreektrestle/little_pickeringcreektrestle006.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pickeringcreektrestle/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.105580,-75.529990 | ||||||||||||||||
| 2742 | Pickering Road Bridge | This truss bridge was replaced with a stringer, but the truss webs were attached to the new bridge as decorations. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by John Denithorne and Sons of Phoenixville, Pennsylvania. | 40.101360 | -75.571160 | Pickering Road | Pickering Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 1894 | 1999 | John Denithorne and Sons of Phoenixville, Pennsylvania | 6 | 6 | 80 | 24.38 | 83 | 25.3 | 13.5 | 4.11 | https://historicbridges.org/pennsylvania/chester178davis/little_bridge178davis13_small.jpg | https://historicbridges.org/pennsylvania/chester178davis/little_bridge178davis13.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester178davis/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.101360,-75.571160 | ||||||||||||||
| 2745 | ! | Pike Street Bridge | This bridge is the oldest surviving bridge built by a known engineer in the county. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by William Pickett and Company. The bridge was primarily designed by Chaney and Armstrong. | 40.248520 | -80.210600 | Pike Street (PA-1009) | Chartiers Run | Houston | Washington County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1913 | 0 | William Pickett and Company | Chaney and Armstrong | 6 | 6 | 60 | 18.29 | 60 | 18.29 | 26 | 7.92 | https://historicbridges.org/pennsylvania/pikestreethouston/little_pikestreethouston0890_small.jpg | https://historicbridges.org/pennsylvania/pikestreethouston/little_pikestreethouston0890.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pikestreethouston/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.248520,-80.210600 | |||||||||||||
| 2746 | Pikeland Avenue Bridge | One of several bridges in Chester County that combine traditional stone technology with period reinforced concrete and steel stringer technology. The technical description of the main or most noteworthy span of the bridge is a 28 ft (8.53 m) metal stringer (multi-beam), fixed. The bridge was primarily built by John Parker Corcoran Construction Company of West Chester, Pennsylvania. The bridge was primarily designed by Nathan R. Rambo. | 40.167140 | -75.548910 | Pikeland Avenue (TR-467) | Stony Run | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1916 | 0 | John Parker Corcoran Construction Company of West Chester, Pennsylvania | Nathan R. Rambo | 2 | 1 | 28 | 8.53 | 33 | 10.06 | 19.7 | 6 | https://historicbridges.org/pennsylvania/bridge272reesesmill/little_bridge272reesesmill009_small.jpg | https://historicbridges.org/pennsylvania/bridge272reesesmill/little_bridge272reesesmill009.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge272reesesmill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.167140,-75.548910 | ||||||||||||||||
| 2747 | Pikeland Road Bridge | This is an attractive two span stone arch bridge with a brick ring. The technical description of the main or most noteworthy span of the bridge is a 49 ft (14.94 m) stone and brick Segmental deck arch, fixed. The bridge was primarily built by Corcoran Construction Company of West Chester, Pennsylvania. The bridge was primarily designed by Nathan R. Rambo. | 40.099790 | -75.610200 | Pikeland Road (TR-488) | Pickering Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Stone and Brick | Segmental | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1908 | 0 | Corcoran Construction Company of West Chester, Pennsylvania | Nathan R. Rambo | 7 | 7 | 49 | 14.94 | 53.2 | 16.22 | 17.4 | 5.3 | https://historicbridges.org/pennsylvania/chester222mckinleys/little_bridge22211_small.jpg | https://historicbridges.org/pennsylvania/chester222mckinleys/little_bridge22211.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester222mckinleys/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.099790,-75.610200 | ||||||||||||||
| 2748 | Pilltown Bridge | A beautiful stone arch in a rural, wooded setting. The technical description of the main or most noteworthy span of the bridge is a 32.2 ft (9.81 m) stone Segmental deck arch, fixed. The bridge was primarily built by F. Bicchieri and Brothers. | 40.171390 | -79.014720 | Commonwealth Road (PA-4033) | Roaring Run | Pilltown (Rural) | Somerset County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1908 | 2010 | F. Bicchieri and Brothers | 6 | 6 | 32.2 | 9.81 | 33 | 10.06 | 12.5 | 3.81 | https://historicbridges.org/pennsylvania/pilltown/bkg_swpenn1385_small.jpg | https://historicbridges.org/pennsylvania/pilltown/swpenn073369.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pilltown/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.171390,-79.014720 | |||||||||||||||
| 2749 | Pine City Bridge | Pennsylvania Avenue Bridge | Located near Pennsylvania, this bridge demonstrates the clear difference in transportation policy in New York. The technical description of the main or most noteworthy span of the bridge is a 210 ft (64.01 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by New York State Department of Public Works. | 42.033340 | -76.877150 | CR-69 | Seeley Creek | Pine City | Chemung County, New York | New York | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1938 | 2005 | Unknown | New York State Department of Public Works | 5 | 5 | 210 | 64.01 | 215 | 65.53 | 22 | 6.71 | https://historicbridges.org/newyork/cr69/main_small.jpg | https://historicbridges.org/newyork/cr69/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/cr69/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.033340,-76.877150 | ||||||||||||
| 2750 | Pineground Bridge | Thunder Bridge | This bypassed bridge is the only lenticular through truss in the state, and is an example of hisoric bridge preservation at its best. The technical description of the main or most noteworthy span of the bridge is a 96 ft (29.26 m) metal pin-connected Lenticular through truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. | 43.257340 | -71.369570 | Depot Road (Old Alignment) | Suncook River | Chichester | Merrimack County, New Hampshire | New Hampshire | United States | Metal | Lenticular | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1887 | 2007 | Berlin Iron Bridge Company of East Berlin, Connecticut | 9 | 9 | 96 | 29.26 | 0 | 0 | 15 | 4.57 | https://historicbridges.org/newhampshire/pinegroundthunder/little_p1510672_small.jpg | https://historicbridges.org/newhampshire/pinegroundthunder/little_p1510672.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newhampshire/pinegroundthunder/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.257340,-71.369570 | |||||||||||||
| 2752 | Pine Hill Road Bridge | This pony truss is located just down the road from a tiny stone arch, making for a historic section of road. The technical description of the main or most noteworthy span of the bridge is a 44 ft (13.41 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. | 40.598400 | -74.904880 | Pine Hill Road (Camp Buck Road) | South Branch Raritan River | Sunnyside | Hunterdon County, New Jersey | New Jersey | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 4 | 2 | 0 | 0 | 1900 | 1983 | Unknown | 6 | 4 | 44 | 13.41 | 92 | 28.04 | 11.8 | 3.6 | https://historicbridges.org/newjersey/pinehill_campbuck/little_pict5037_small.jpg | https://historicbridges.org/newjersey/pinehill_campbuck/little_pict5047.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/pinehill_campbuck/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.598400,-74.904880 | ||||||||||||||
| 2754 | Pine Street Bridge | Bridge E-232 | An attractive plate steel arch with v-laced spandrels in downtown Lockport. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal two-hinged Solid Ribbed deck arch, fixed. The bridge was primarily built by Unknown. | 43.170970 | -78.692980 | Pine Street | Erie Canal (New York State Barge Canal) | Lockport | Niagara County, New York | New York | United States | Metal | Solid Ribbed | Two-Hinged | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1901 | 1974 | Unknown | 7 | 7 | 175 | 53.34 | 176.8 | 53.89 | 39.7 | 12.1 | https://historicbridges.org/other/pine/little_img_0055_small.jpg | https://historicbridges.org/other/pine/little_img_0055.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/pine/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.170970,-78.692980 | |||||||||||||
| 2755 | Pine Street Bridge | Although a late example of its type, this bridge features highly decorative railings and is a long bridge. The technical description of the main or most noteworthy span of the bridge is a 152 ft (46.33 m) metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by G. A. and F.M. Wagman Company of York, Pennsylvania. The bridge was primarily designed by G. Edwin Pidcock Company. | 40.652610 | -75.478130 | Pine Street | Lehigh River and Railroad | Catasauqua and Whitehall | Lehigh County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 8 | 2 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 12 | 1953 | 0 | G. A. and F.M. Wagman Company of York, Pennsylvania | G. Edwin Pidcock Company | 5 | 4 | 152 | 46.33 | 1167 | 355.7 | 24 | 7.32 | https://historicbridges.org/pennsylvania/pine/little_img_20191102_151025_small.jpg | https://historicbridges.org/pennsylvania/pine/little_img_20191102_151025.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pine/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.652610,-75.478130 | ||||||||||
| 2757 | Pine Street Bridge | One of three lenticular truss bridges in Homer, this is the longest single span. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) metal pin-connected Lenticular pony truss, fixed. The bridge was primarily built by Corrugated Metal Company of East Berlin, Connecticut (Berlin Iron Bridge Company of East Berlin, Connecticut). | 42.636130 | -76.176640 | Pine Street | West Branch Tioughnioga River | Homer | Cortland County, New York | New York | United States | Metal | Lenticular | Pin-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1878 | 1988 | Corrugated Metal Company of East Berlin, Connecticut (Berlin Iron Bridge Company of East Berlin, Connecticut) | 9 | 9 | 72 | 21.95 | 72 | 21.95 | 10.8 | 3.29 | https://historicbridges.org/newyork/pine/bkg_newyork612_small.jpg | https://historicbridges.org/newyork/pine/newyork1811.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/pine/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.636130,-76.176640 | ||||||||||||||
| 2758 | Piney Fork Private Bridge | This bridge is the best and extremely rare remaining example of a truly unique design of small-span bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Inverted Kingpost pony truss, fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. | 40.204872 | -80.776506 | Private Drive | Piney Fork | Rural | Jefferson County, Ohio | Ohio | United States | Metal | Inverted Kingpost | Rivet-Connected | Pony | Truss | Fixed | 2 | 1 | Wood | Stringer (Multi-Beam) | 0 | 1 | 0 | 0 | Canton Bridge Company of Canton, Ohio | 8 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/piney/little_dscf8701_small.jpg | https://historicbridges.org/ohio/piney/little_dscf8701.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/piney/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.204872,-80.776506 | ||||||||||||
| 2760 | Pinhook Bridge | Putnam County Bridge 139 | One of two similar bridges in Putnam County that are extremely long examples of a pin-connected Pratt truss. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Vincennes Bridge Company of Vincennes, Indiana. | 39.678730 | -86.811900 | CR-125 North (CR-100 North) | Big Walnut Creek | Rural | Putnam County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1913 | 1984 | Vincennes Bridge Company of Vincennes, Indiana | 7 | 7 | 160 | 48.77 | 162 | 49.38 | 15.4 | 4.69 | https://historicbridges.org/indiana/pinhook/little_dscf5168_small.jpg | https://historicbridges.org/indiana/pinhook/little_dscf5168.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/pinhook/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.678730,-86.811900 | |||||||||||||
| 2761 | Pithole Creek Bridge | The extremely rare bowstring trusses of this 1870s bridge are today mounted on a two-span load-bearing steel stringer bridge. The technical description of the main or most noteworthy span of the bridge is a metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. Special note about bridge location: This bridge is on private property, but is open to the public who is allowed to park on the nearby public road and walk back to the bridge for fishing. | 41.551650 | -79.540180 | Private Driveway | Pithole Creek | Rural | Venango County, Pennsylvania | Pennsylvania | United States | This bridge is on private property, but is open to the public who is allowed to park on the nearby public road and walk back to the bridge for fishing. | Metal | Bowstring | Threaded Rod-Nut Connected | Pony | Truss | Fixed | 8 | 1 | 0 | 0 | 0 | 0 | King Bridge Company of Cleveland, Ohio | 9 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/pitholeroadprivate/little_pitholeroadprivate0564_small.jpg | https://historicbridges.org/pennsylvania/pitholeroadprivate/little_pitholeroadprivate0564.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pitholeroadprivate/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.551650,-79.540180 | |||||||||||||
| 2762 | Pittsburgh and Ohio Central Railroad Bridge | This railroad truss has good historic integrity and would be very beautiful if cleaned up. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 40.402390 | -80.087710 | Railroad (Pittsburgh and Ohio Central) | Chartiers Creek | Carnegie | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/carnegierr1/little_img_2732_small.jpg | https://historicbridges.org/pennsylvania/carnegierr1/little_img_2732.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/carnegierr1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.402390,-80.087710 | ||||||||||||||
| 2764 | Plank Road Bridge | This small Pratt pony truss was retrofitted with large beams. The technical description of the main or most noteworthy span of the bridge is a 39 ft (11.89 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. | 41.632500 | -80.043610 | Plank Road (TR-517) | Little Sugar Creek | Rural | Crawford County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1895 | 1993 | Unknown | 6 | 5 | 39 | 11.89 | 41 | 12.5 | 13.5 | 4.11 | https://historicbridges.org/pennsylvania/plank/little_pict7629_small.jpg | https://historicbridges.org/pennsylvania/plank/little_pict7629.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/plank/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.632500,-80.043610 | ||||||||||||||
| 2765 | Planter Road Bridge | This is a rare example of a Michigan highway through plate girder bridge. The technical description of the main or most noteworthy span of the bridge is a 49 ft (14.94 m) metal through girder, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 46.513240 | -89.970620 | Planter Road | Jackson Creek | Planter (Rural) | Gogebic County, Michigan | Michigan | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1923 | 0 | American Bridge Company of New York, New York | 5 | 6 | 49 | 14.94 | 51.8 | 15.79 | 20 | 6.1 | https://historicbridges.org/michigan/planter/bkg_IMG_011134_small.jpg | https://historicbridges.org/michigan/planter/IMG_0111.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/planter/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.513240,-89.970620 | ||||||||||||||||
| 2766 | Platform Bridge | This is a rare rainbow arch bridge that has some unusual details. The technical description of the main or most noteworthy span of the bridge is a 96 ft (29.26 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. | 38.050300 | -122.759870 | Old Sir Francis Drake Boulevard (Cross Marin Trail) | Lagunitas Creek | Rural | Marin County, California | California | United States | Concrete | Rainbow | Through | Arch | Fixed | 0 | 1 | Concrete | Stringer (Multi-Beam) | Fixed | 0 | 5 | 1927 | 1929 | Unknown | 7 | 7 | 96 | 29.26 | 176 | 53.64 | 20 | 6.1 | https://historicbridges.org/california/oldsirfrancisdrakeblvd/little_day5_oldsirfrancisdrakeblvdbridge06650_small.jpg | https://historicbridges.org/california/oldsirfrancisdrakeblvd/little_day5_oldsirfrancisdrakeblvdbridge06650.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/oldsirfrancisdrakeblvd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.050300,-122.759870 | ||||||||||||
| 2768 | Plattsville Road Bridge | One of the individually unique and beautiful bridges crossing one of the most important historic highways in the country. The technical description of the main or most noteworthy span of the bridge is a 74.7 ft (22.77 m) concrete rigid-frame, fixed. The bridge was primarily built by Mariani Construction Company of New Haven, Connecticut. | 41.229850 | -73.238730 | Plattsville Road | Merritt Parkway (CT-15) | Trumbull | Fairfield County, Connecticut | Connecticut | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1939 | 0 | Mariani Construction Company of New Haven, Connecticut | 6 | 6 | 74.7 | 22.77 | 76 | 23.16 | 30 | 9.14 | https://historicbridges.org/connecticut/plattsville/little_img_2400_small.jpg | https://historicbridges.org/connecticut/plattsville/little_img_2400.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/plattsville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.229850,-73.238730 | |||||||||||||||||
| 2770 | Pleasant Avenue Bridge | A representative example of over twenty historic bridges that are part of the Chicago Milwaukee and St. Paul Railroad Grade Separation Historic District The technical description of the main or most noteworthy span of the bridge is a 31.5 ft (9.6 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. | 44.950310 | -93.283000 | Pleasant Avenue | Railroad (Midtown Greenway Rail-Trail) | Minneapolis | Hennepin County, Minnesota | Minnesota | United States | Concrete | T-Beam | Fixed | 0 | 3 | 0 | 0 | 1913 | 0 | Unknown | 4 | 6 | 31.5 | 9.6 | 94.2 | 28.71 | 30 | 9.14 | https://historicbridges.org/minnesota/midtowngreenwaypleasantave/little_midtowngreenwaypleasantave2895_small.jpg | https://historicbridges.org/minnesota/midtowngreenwaypleasantave/little_midtowngreenwaypleasantave2895.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/midtowngreenwaypleasantave/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.950310,-93.283000 | |||||||||||||||||
| 2771 | Pleasant Valley Road Bridge | Retaining moderate historic integrity, this bridge was rehabbed and galvanized instead of painted. The technical description of the main or most noteworthy span of the bridge is a 163 ft (49.68 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 41.589640 | -81.402620 | Pleasant Valley Road (CR-85) | Chagrin River | Rural | Lake County, Ohio | Ohio | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 11 | 1 | 0 | 0 | 1881 | 2009 | Wrought Iron Bridge Company of Canton, Ohio | 7 | 8 | 163 | 49.68 | 167 | 50.9 | 15.4 | 4.69 | https://historicbridges.org/ohio/pleasantvalley/little_img_5264_small.jpg | https://historicbridges.org/ohio/pleasantvalley/little_img_5264.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/pleasantvalley/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.589640,-81.402620 | ||||||||||||||
| 2772 | Pleasant View Bridge | With an uncommon curve, this bridge is significant for association with Depression programs and also represents a standard plan. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 39.503400 | -80.902160 | WV-18 | Point Pleasant Creek | Middlebourne | Tyler County, West Virginia | West Virginia | United States | Metal | Stringer (Multi-Beam) | Fixed | 8 | 3 | 0 | 0 | 1939 | 0 | Unknown | 4 | 4 | 60 | 18.29 | 176 | 53.64 | 24 | 7.32 | https://historicbridges.org/wvirginia/wv18/bkg_07march440_small.jpg | https://historicbridges.org/wvirginia/wv18/07march1189.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/wv18/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.503400,-80.902160 | |||||||||||||||||
| 2773 | Pleasant View Road Bridge | Iowa Bridge Number 348390 | A traditional and attractive truss bridge turns a simple rural road into something special. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 43.354730 | -91.676280 | Pleasant View Road | Canoe Creek | Rural | Winneshiek County, Iowa | Iowa | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1908 | 0 | Unknown | 7 | 6 | 150 | 45.72 | 154.2 | 47 | 15.7 | 4.79 | https://historicbridges.org/iowa/pleasantview/little_dscf5524_small.jpg | https://historicbridges.org/iowa/pleasantview/little_img_1488.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/pleasantview/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.354730,-91.676280 | |||||||||||||
| 2775 | Plymouth Railroad Bridge | Pennsylvania Railroad Yellow River Bridge | This massive pony truss is an extremely early example of a bridge built by the American Bridge Company. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 41.338520 | -86.309960 | Railroad (Soo Line) | Yellow River | Plymouth | Marshall County, Indiana | Indiana | United States | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 8 | 1 | 0 | 0 | 1902 | 0 | American Bridge Company of New York, New York | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/indiana/plymouthrr/little_p1380594_small.jpg | https://historicbridges.org/indiana/plymouthrr/little_p1380594.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/plymouthrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.338520,-86.309960 | |||||||||||||
| 2776 | Plymouth Road Hines Drive Bridge | This is one of three surviving pre-1940 rigid-frame bridges within the River Rouge parkways. The technical description of the main or most noteworthy span of the bridge is a 61 ft (18.59 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 42.376240 | -83.455110 | Plymouth Road | Hines Drive | Plymouth | Wayne County, Michigan | Michigan | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1934 | 0 | Unknown | 4 | 6 | 61 | 18.59 | 70 | 21.34 | 40 | 12.19 | https://historicbridges.org/michigan/hinesplymouth/little_dscf5969_small.jpg | https://historicbridges.org/michigan/hinesplymouth/little_dscf5969.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/hinesplymouth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.376240,-83.455110 | |||||||||||||||||
| 2777 | Plymouth Road River Rouge Bridge | A good example of a Wayne County Road Commission designed arch bridge crossing a water body. The technical description of the main or most noteworthy span of the bridge is a 61 ft (18.59 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 42.376130 | -83.454380 | Plymouth Road | Middle River Rouge | Plymouth | Wayne County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1934 | 0 | Unknown | 4 | 5 | 61 | 18.59 | 63 | 19.2 | 40 | 12.19 | https://historicbridges.org/michigan/plymouthmiddlerouge/little_dscf5939_small.jpg | https://historicbridges.org/michigan/plymouthmiddlerouge/little_dscf5939.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/plymouthmiddlerouge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.376130,-83.454380 | |||||||||||||||
| 2778 | Pobanz Road Bridge | An unusually large number of lattice railing steel stringer remain in Huron County, and this is a typical example. The technical description of the main or most noteworthy span of the bridge is a 26.2 ft (7.99 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 43.699090 | -83.316210 | Pobanz Road | Columbia Drain | Rural | Huron County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1927 | 0 | Unknown | 3 | 3 | 26.2 | 7.99 | 28 | 8.53 | 20 | 6.1 | https://historicbridges.org/michigan/pobanz/main_small.jpg | https://historicbridges.org/michigan/pobanz/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/pobanz/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.699090,-83.316210 | |||||||||||||||||
| 2779 | Poffenberger Road Bridge | A truly rare and ancient bridge with distinctive details of its builder. The technical description of the main or most noteworthy span of the bridge is a 123 ft (37.49 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania. | 39.381690 | -77.571350 | Poffenberger Road | Catoctin Creek | Rural | Frederick County, Maryland | Maryland | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1878 | 2006 | Penn Bridge Company of Beaver Falls, Pennsylvania | 8 | 9 | 123 | 37.49 | 126 | 38.4 | 13.5 | 4.11 | https://historicbridges.org/maryland/poffenberger/little_pict3787_small.jpg | https://historicbridges.org/maryland/poffenberger/little_pict3761.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/poffenberger/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.381690,-77.571350 | ||||||||||||||
| 2783 | Point Reyes Petaluma Road Bridge | Abandoned on old alignment, this is an unusual curved deck girder. The technical description of the main or most noteworthy span of the bridge is a 42 ft (12.8 m) concrete deck girder, fixed. The bridge was primarily built by Unknown. | 38.187860 | -122.664670 | Point Reyes Petaluma Road (Old Alignment) | San Antonio Creek | Rural | Sonoma County, California and Marin County, California | California | United States | Concrete | Deck | Girder | Fixed | 0 | 3 | 0 | 0 | 1919 | 0 | Unknown | 5 | 6 | 42 | 12.8 | 96 | 29.26 | 16 | 4.88 | https://historicbridges.org/california/pointreyespetalumaroad/little_day5_pointreyespetalumaroad06755_small.jpg | https://historicbridges.org/california/pointreyespetalumaroad/little_day5_pointreyespetalumaroad06755.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/pointreyespetalumaroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.187860,-122.664670 | ||||||||||||||||
| 2791 | Pond Creek Private Bridge | Apparantly relocated, this is a heavilly altered pony truss. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 39.093250 | -81.706520 | Private Trail | Pond Creek | Rural | Wood County, West Virginia | West Virginia | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 2 | 0 | 0 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/wvirginia/pondcreek/bkg_07march372_small.jpg | https://historicbridges.org/wvirginia/pondcreek/07march0968.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/pondcreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.093250,-81.706520 | ||||||||||||||
| 2793 | Pont Blanc | Pont Salaberry | A rare example of a rainbow arch, this large span is even more unusual for the use of overhead bracing. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Laflamme et Laflamme of Montréal, Québec. The bridge was primarily designed by MM. Beaulne et Léonard of Montréal, Québec. | 45.257530 | -74.123780 | Rue des Érables | Vieux Canal de Beauharnois | Salaberry-de-Valleyfield | Montérégie, Québec | Québec | Canada | Concrete | Rainbow | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1932 | 0 | Laflamme et Laflamme of Montréal, Québec | MM. Beaulne et Léonard of Montréal, Québec | 8 | 8 | 130 | 39.62 | 130 | 39.62 | 25 | 7.62 | https://historicbridges.org/quebec/erables/little_addvalleyfieldarch_6827_8_9vaa_small.jpg | https://historicbridges.org/quebec/erables/little_addvalleyfieldarch_6827_8_9vaa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/erables/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.257530,-74.123780 | |||||||||||||
| 2794 | Pont Clark | Clarks Bridge | This beautiful rehabilitated bridge is one of the last surviving unique European-style bridges designed by Gérard Macquet The technical description of the main or most noteworthy span of the bridge is a 192 ft (58.52 m) metal rivet-connected Macquet Parabolic through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Gérard Macquet. | 46.949210 | -71.486490 | Boulevard Valcartier | Rivièrre Jacques-Cartier | Saint-Gabriel-de-Valcartier | Capitale-Nationale, Québec | Québec | Canada | Metal | Macquet Parabolic | Rivet-Connected | Through | Truss | Fixed | 0 | 1 | 0 | 0 | 1891 | 0 | Unknown | Gérard Macquet | 9 | 10 | 192 | 58.52 | 192 | 58.52 | 0 | 0 | https://historicbridges.org/quebec/clarksbridge/little_p1060143_small.jpg | https://historicbridges.org/quebec/clarksbridge/little_p1060143.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/clarksbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.949210,-71.486490 | ||||||||||||
| 2795 | Pont Curé Marchand | Vieux Pont | This impressive truss bridge was rehabilitated, with a significant number of members replaced with similar members. The technical description of the main or most noteworthy span of the bridge is a 210 ft (64.01 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. The bridge was primarily designed by Vallée. | 45.887710 | -72.482570 | Rue du Pont | Rivière Saint-François | Drummondville | Centre-du-Québec, Québec | Québec | Canada | Metal | Pennsylvania | Rivet-Connected | Through | Truss | Fixed | 14 | 2 | 0 | 0 | 1922 | 2010 | Dominion Bridge Company of Montréal, Québec | Vallée | 7 | 7 | 210 | 64.01 | 421.7 | 128.53 | 18 | 5.49 | https://historicbridges.org/quebec/drummondville/little_p1070157_small.jpg | https://historicbridges.org/quebec/drummondville/little_p1070157.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/drummondville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.887710,-72.482570 | ||||||||||||
| 2796 | Drummondville Pont Ferroviaire | Drummondville Railway Bridge | This railroad bridge displays an uncommon truss configuration and was built by a prolific company. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. | 45.887080 | -72.481820 | Railroad (Via-Rail) | Rivière Saint-François | Drummondville | Centre-du-Québec, Québec | Québec | Canada | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 12 | 3 | Metal | Deck | Girder | Fixed | 0 | 2 | 1928 | 0 | Dominion Bridge Company of Montréal, Québec | 6 | 7 | 150 | 45.72 | 530 | 161.54 | 0 | 0 | https://historicbridges.org/quebec/drummondvillerr/little_p1070162_small.jpg | https://historicbridges.org/quebec/drummondvillerr/little_p1070162.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/drummondvillerr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.887080,-72.481820 | |||||||||
| 2798 | Pont Gilmour | A rare pin-connected truss bridge with laced end posts that has been closed to traffic. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 45.052560 | -74.182950 | Montée Gilmore | Rivièrre Châteauguay | Rural | Montérégie, Québec | Québec | Canada | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/quebec/gilmour/little_p1050837_small.jpg | https://historicbridges.org/quebec/gilmour/little_p1050837.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/gilmour/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.052560,-74.182950 | ||||||||||||||
| 2799 | Ponte Hercílio Luz | Hercilio Luz Bridge | This extremely unusual suspension bridge is the last remaining connection to an important chapter of bridge history. The technical description of the main or most noteworthy span of the bridge is a 1113.8 ft (339.49 m) metal through truss stiffening eyebar chain suspension, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Robinson and Steinman of New York, New York. | -27.594010 | -48.566070 | Ponte Hercílio Luz | Atlantic Ocean | Florianópolis | South Region, Brazil (Brasil) | Santa Catarina | Brazil (Brasil) | Metal | Through Truss Stiffening | Eyebar Chain | Suspension | Fixed | 0 | 1 | 0 | 8 | 1926 | 0 | American Bridge Company of New York, New York | Robinson and Steinman of New York, New York | 10 | 10 | 1113.8 | 339.49 | 2688.6 | 819.49 | 0 | 0 | https://historicbridges.org/brazil/pontehercilioluz/little_3421525278_1634523ee6ponteherclioluz_o_small.jpg | https://historicbridges.org/brazil/pontehercilioluz/little_3421412890_897f294e18ponteherclioluz_o.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=brazil/pontehercilioluz/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=-27.594010,-48.566070 | |||||||||||||
| 2800 | Pont Jean-de-Lalande | Pont Masson | This rare pin-connected camelback truss was restored using hot metal riveting and is one of the best restoration projects in Canada. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. | 45.257235 | -74.126148 | Pedestrian Walkway | Vieux Canal de Beauharnois | Salaberry-de-Valleyfield | Montérégie, Québec | Québec | Canada | Metal | Camelback | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1895 | 2011 | Dominion Bridge Company of Montréal, Québec | 8 | 8 | 160 | 48.77 | 160 | 48.77 | 16 | 4.88 | https://historicbridges.org/quebec/jeandelalande/little_addvalleyfieldtruss_6488aa_small.jpg | https://historicbridges.org/quebec/jeandelalande/little_addvalleyfieldtruss_6488aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/jeandelalande/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.257235,-74.126148 | |||||||||||||
| 2803 | Pont de la Rivière Fèves | This pony truss bridge appears to be on old abandoned highway alignment. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 45.231510 | -73.814380 | Private Road | Rivière Fèves | Rural | Montérégie, Québec | Québec | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/quebec/feves/little_p1060093_small.jpg | https://historicbridges.org/quebec/feves/little_p1060093.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/feves/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.231510,-73.814380 | ||||||||||||||
| 2804 | Pont de la Rivière Hinchinbrooke | More information is needed about this private bridge, which appears to be a very old and rare bridge. The technical description of the main or most noteworthy span of the bridge is a metal Kingpost pony truss, fixed. The bridge was primarily built by Unknown. | 45.036010 | -74.160670 | Private Road | Rivière Hinchinbrooke | Rural | Montérégie, Québec | Québec | Canada | Metal | Kingpost | Pony | Truss | Fixed | 2 | 1 | 0 | 0 | 0 | 0 | Unknown | 9 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/quebec/kingpost/little_p1050881_small.jpg | https://historicbridges.org/quebec/kingpost/little_p1050881.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/kingpost/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.036010,-74.160670 | |||||||||||||||
| 2805 | Pont Turcot | Turcot Bridge | No other bridge in North America is so strongly European in design; this internationally significant bridge has no equal on this continent. The technical description of the main or most noteworthy span of the bridge is a 251.3 ft (76.6 m) metal rivet-connected Macquet Parabolic through truss, fixed. The bridge was primarily built by International Engineering and Construction Company Limited of Braine-le-Comte, Belgium. The bridge was primarily designed by Gérard Macquet. | 45.198300 | -73.863540 | Montée Turcot | Rivière Châteauguay | Howick | Montérégie, Québec | Québec | Canada | Metal | Macquet Parabolic | Rivet-Connected | Through | Truss | Fixed | 0 | 1 | 0 | 0 | 1889 | 0 | International Engineering and Construction Company Limited of Braine-le-Comte, Belgium | Gérard Macquet | 10 | 10 | 251.3 | 76.6 | 263.5 | 80.31 | 16.3 | 4.97 | https://historicbridges.org/quebec/turcot/little_addpontturcot_7655aa_small.jpg | https://historicbridges.org/quebec/turcot/little_addpontturcot_7655aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/turcot/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.198300,-73.863540 | ||||||||||||
| 2806 | Pont Turcotte | This rare truss bascule bridge also has the design of a high level bridge. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Warren railing height truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. | 46.041370 | -73.117840 | Route Marie-Victorin (QC-132) | Rivière Richelieu | Sorel-Tracy | Montérégie, Québec | Québec | Canada | Metal | Warren | Rivet-Connected | Railing Height | Truss | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Metal | Rivet-Connected | Deck | Truss | Fixed | 7 | 12 | 1932 | 2001 | Dominion Bridge Company of Montréal, Québec | 7 | 7 | 200 | 60.96 | 889 | 270.97 | 39.4 | 12.01 | https://historicbridges.org/quebec/soreltracy/little_addsorel_3152_3_4vaa_small.jpg | https://historicbridges.org/quebec/soreltracy/little_addsorel_3152_3_4vaa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/soreltracy/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.041370,-73.117840 | ||||||||
| 2807 | Pontiac Drive Bridge | A tiny concrete arch bridge with attractive balustrade railings. The technical description of the main or most noteworthy span of the bridge is a 28 ft (8.53 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 42.618750 | -83.334520 | Pontiac Drive | Sylvan Lake | Sylvan Lake | Oakland County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 6 | 28 | 8.53 | 35.8 | 10.91 | 18 | 5.49 | https://historicbridges.org/michigan/pontiacdrive/little_pontrd1_small.jpg | https://historicbridges.org/michigan/pontiacdrive/little_pontrd1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/pontiacdrive/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.618750,-83.334520 | |||||||||||||||
| 2808 | Ponus Ridge Road Bridge | One of the individually unique and beautiful bridges crossing one of the most important historic highways in the country. The technical description of the main or most noteworthy span of the bridge is a 59 ft (17.98 m) concrete rigid-frame, fixed. The bridge was primarily built by Mariani Construction Company of New Haven, Connecticut. | 41.118980 | -73.517590 | Ponus Ridge Road | Merritt Parkway (CT-15) | Norwalk | Fairfield County, Connecticut | Connecticut | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1937 | 0 | Mariani Construction Company of New Haven, Connecticut | 6 | 6 | 59 | 17.98 | 73.2 | 22.31 | 30.2 | 9.2 | https://historicbridges.org/connecticut/ponusridge/little_img_2165_small.jpg | https://historicbridges.org/connecticut/ponusridge/little_img_2165.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/ponusridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.118980,-73.517590 | |||||||||||||||||
| 2809 | Pope Street Bridge | This is one of the oldest, largest, and most impressive of Napa County's many beautiful historic stone arch bridges. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) stone Segmental deck arch, fixed. The bridge was primarily built by R. H. Pithie of St. Helena, California. | 38.511280 | -122.455890 | Pope Street | Napa River | Rural | Napa County, California | California | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1894 | 0 | R. H. Pithie of St. Helena, California | 8 | 8 | 50 | 15.24 | 176.8 | 53.89 | 18.4 | 5.61 | https://historicbridges.org/california/popestreet/little_day5_popestreetbridge06787_small.jpg | https://historicbridges.org/california/popestreet/little_day5_popestreetbridge06787.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/popestreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.511280,-122.455890 | |||||||||||||||
| 2812 | Portageview Road Bridge | A scenic pin connected pony truss appears to be doomed. The technical description of the main or most noteworthy span of the bridge is a 68 ft (20.73 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. | 41.272940 | -83.515750 | Portageview Road | South View Portage River | Rural | Wood County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1895 | 0 | Massillon Bridge Company of Massillon, Ohio | 6 | 6 | 68 | 20.73 | 69 | 21.03 | 15.4 | 4.69 | https://historicbridges.org/ohio/portageview/little_pict0119_small.jpg | https://historicbridges.org/ohio/portageview/little_pict0119.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/portageview/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.272940,-83.515750 | ||||||||||||||
| 2813 | Port Clinton Bridge | This is a beautiful, well-decorated, and rare example of a highway bascule bridge in Ohio. The technical description of the main or most noteworthy span of the bridge is a 99 ft (30.18 m) metal Variable Depth deck girder, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by A. Bentley and Sons of Toledo, Ohio and R. C. Mahon Company of Detroit, Michigan. The bridge was primarily designed by Ohio State Highway Department. | 41.515180 | -82.943000 | OH-163 (Lakeshore Drive, Monroe Street) | Portage River | Port Clinton | Ottawa County, Ohio | Ohio | United States | Metal | Variable Depth | Deck | Girder | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Metal | Variable Depth | Deck | Girder | Fixed | 0 | 2 | 1933 | 2007 | A. Bentley and Sons of Toledo, Ohio and R. C. Mahon Company of Detroit, Michigan | Ohio State Highway Department | 7 | 8 | 99 | 30.18 | 344 | 104.85 | 40 | 12.19 | https://historicbridges.org/ohio/portclinton/little_p1630364_small.jpg | https://historicbridges.org/ohio/portclinton/little_p1630364.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/portclinton/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.515180,-82.943000 | ||||||||
| 2814 | Port Clinton Railroad Bridge | This unusual four track bascule bridge, the first of its kind, has plate girders that assist the truss. The technical description of the main or most noteworthy span of the bridge is a 118 ft (35.97 m) metal rivet-connected Baltimore through truss, movable: single leaf bascule, Heel Trunnion. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. | 41.515660 | -82.963640 | Railroad (Norfolk Southern and Amtrak) | Portage River | Port Clinton | Ottawa County, Ohio | Ohio | United States | Metal | Baltimore | Rivet-Connected | Through | Truss | Movable: Single Leaf Bascule | Heel Trunnion | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 3 | 1915 | 0 | Pennsylvania Steel Company of Steelton, Pennsylvania | Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois | 8 | 8 | 118 | 35.97 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/portclintonrr/little_p1630319_small.jpg | https://historicbridges.org/ohio/portclintonrr/little_p1630319.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/portclintonrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.515660,-82.963640 | ||||||||
| 2815 | Port Colborne Railway Bridge | This abandoned bridge is a reminder of both a former canal alignment and a former railway line. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal through girder, movable: swing, Rim Bearing. The bridge was primarily built by Unknown. | 42.887260 | -79.249490 | Railroad (Abandoned Canadian National) | Old Welland Canal | Port Colborne | Niagara Region, Ontario | Ontario | Canada | Metal | Through | Girder | Movable: Swing | Rim Bearing | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 150 | 45.72 | 150 | 45.72 | 0 | 0 | https://historicbridges.org/ontario/portcolbornerailway/little_p1420069_small.jpg | https://historicbridges.org/ontario/portcolbornerailway/little_p1420069.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/portcolbornerailway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.887260,-79.249490 | |||||||||||||||
| 2817 | Port Crescent Road Bridge | Fire Trail Bridge | One of Michigan's most historically intact truss bridges, this bridge is the last through truss in the Thumb of Michigan. The technical description of the main or most noteworthy span of the bridge is a 98 ft (29.87 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Michigan Bridge and Pipe Company of Lansing, Michigan. | 44.002080 | -83.056270 | Port Crescent Road | Old Pinnebog River | Port Crescent (Rural) | Huron County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Michigan Bridge and Pipe Company of Lansing, Michigan | 7 | 9 | 98 | 29.87 | 98 | 29.87 | 14 | 4.27 | https://historicbridges.org/michigan/portcrescent/hbmebridges1503_small.jpg | https://historicbridges.org/michigan/portcrescent/hbmebridges1451.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/portcrescent/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.002080,-83.056270 | |||||||||||||
| 2818 | Port Inland Road Bridge | A remnant of the trunk line past of this road, this bridge is a good example of a steel stringer with balustrade railings. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Perkins Bridge and Supply Company. | 45.972360 | -85.895400 | Port Inland Road (CR-432) | Milakokia River | Rural | Schoolcraft County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1931 | 0 | Perkins Bridge and Supply Company | 2 | 2 | 60 | 18.29 | 63 | 19.2 | 30.8 | 9.39 | https://historicbridges.org/michigan/cr432/little_cr432_0319_small.jpg | https://historicbridges.org/michigan/cr432/little_cr432_0319.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/cr432/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.972360,-85.895400 | |||||||||||||||||
| 2820 | Port Royal Bridge | Port Royal Viaduct | This bridge is a long multi-span example of its type and also is part of a larger and truly unique viaduct. The technical description of the main or most noteworthy span of the bridge is a 223 ft (67.97 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by J. H. Wickersham. The bridge was primarily designed by Pennsylvania State Highway Department. | 40.534870 | -77.381520 | Market Street (PA-75) | Juniata River and First Street | Port Royal | Juniata County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 9 | 4 | Metal | Through | Girder | Fixed | 0 | 4 | 1937 | 1975 | J. H. Wickersham | Pennsylvania State Highway Department | 6 | 7 | 223 | 67.97 | 1087 | 331.32 | 23 | 7.01 | https://historicbridges.org/pennsylvania/portroyal/little_img_5645_small.jpg | https://historicbridges.org/pennsylvania/portroyal/little_img_5645.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/portroyal/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.534870,-77.381520 | ||||||||
| 2821 | Port Royal Railroad Overpass | Port Royal Viaduct | This bridge is an early arch bridge and associated with Pennsylvania Railroad and also is part of a larger and truly unique viaduct. The technical description of the main or most noteworthy span of the bridge is a 76 ft (23.16 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 40.533860 | -77.383920 | Market Street (PA-75) | Railroad (Norfolk Southern) | Port Royal | Juniata County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1910 | 0 | Unknown | 7 | 7 | 76 | 23.16 | 87 | 26.52 | 24.3 | 7.41 | https://historicbridges.org/pennsylvania/portroyalarch/little_dscf2796_small.jpg | https://historicbridges.org/pennsylvania/portroyalarch/little_dscf2796.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/portroyalarch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.533860,-77.383920 | ||||||||||||||
| 2822 | L | Port Severn Bridge | Bridge 60 | This bridge has a series of concrete t-beam approach spans, but the original riveted swing span was demolished and replaced. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, movable: swing. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. | 44.803700 | -79.720370 | Port Severn Road Bridge | Trent-Severn Waterway | Port Severn | Simcoe County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Movable: Swing | 8 | 1 | Concrete | T-Beam | Fixed | 0 | 9 | 1915 | 0 | Hamilton Bridge Company of Hamilton, Ontario | 7 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/portsevern/little_p1570117_small.jpg | https://historicbridges.org/ontario/portsevern/little_p1570117.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/portsevern/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.803700,-79.720370 | |||||||||
| 2823 | Port Stanley Railway Bridge | A traditionally composed and unaltered railway truss bridge. The technical description of the main or most noteworthy span of the bridge is a 165 ft (50.29 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Canadian Bridge Company of Walkerville, Ontario. | 42.671420 | -81.216920 | Railroad (London and Port Stanley) | Kettle Creek | Port Stanley | Elgin County, Ontario | Ontario | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 0 | 0 | Canadian Bridge Company of Walkerville, Ontario | 6 | 6 | 165 | 50.29 | 165 | 50.29 | 0 | 0 | https://historicbridges.org/ontario/portstanley/little_brg_9477_8_9v_small.jpg | https://historicbridges.org/ontario/portstanley/little_brg_9477_8_9v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/portstanley/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.671420,-81.216920 | ||||||||||||||
| 2824 | Port Watson Street Bridge | This standard plan truss makes an excellent historic gateway into the city of Cortland. The technical description of the main or most noteworthy span of the bridge is a 190 ft (57.91 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by New York State Department of Public Works. | 42.598400 | -76.158280 | Port Watson Street (US-11) | Tioughnioga River | Cortland | Cortland County, New York | New York | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1933 | 1995 | Unknown | New York State Department of Public Works | 5 | 5 | 190 | 57.91 | 196 | 59.74 | 30 | 9.14 | https://historicbridges.org/newyork/cortland/bkg_newyork603_small.jpg | https://historicbridges.org/newyork/cortland/newyork1780.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/cortland/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.598400,-76.158280 | |||||||||||||
| 2825 | Portal Bridge | This unusual bridge was designed with aesthetics in mind for the sake of the park it crosses over. The technical description of the main or most noteworthy span of the bridge is a 182 ft (55.47 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Richardson, Gordon, and Associates of Pittsburgh, Pennsylvania (George S. Richardson). | 40.441450 | -80.008960 | I-279 | Point State Park Walkway | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1968 | 2002 | Unknown | Richardson, Gordon, and Associates of Pittsburgh, Pennsylvania (George S. Richardson) | 5 | 5 | 182 | 55.47 | 186 | 56.69 | 154 | 46.94 | https://historicbridges.org/pennsylvania/pointstatepark/little_p1230135_small.jpg | https://historicbridges.org/pennsylvania/pointstatepark/little_p1230135.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pointstatepark/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.441450,-80.008960 | ||||||||||||||
| 2826 | Porter Island Bridge | This beautiful bridge is a rare and outstanding multi-span example of 19th Century metal bridge construction in Ontario. The technical description of the main or most noteworthy span of the bridge is a 126 ft (38.4 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. | 45.436780 | -75.680680 | Island Lodge Road (Abandoned Alignment) | Rideau River | Ottawa | Ottawa City, Ontario | Ontario | Canada | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 2 | 0 | 0 | 1894 | 0 | Dominion Bridge Company of Montréal, Québec | 8 | 9 | 126 | 38.4 | 252 | 76.81 | 0 | 0 | https://historicbridges.org/ontario/porter/little_p1050173_small.jpg | https://historicbridges.org/ontario/porter/little_p1050173.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/porter/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.436780,-75.680680 | ||||||||||||||
| 2828 | Bridge Street Bridge | Veterans Memorial Bridge | This beautifully preserved bridge still serves as a gateway into the historic downtown of Portland. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. | 42.869820 | -84.904020 | Bridge Street | Grand River | Portland | Ionia County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 2 | 0 | 0 | 1890 | 1990 | Groton Bridge Company of Groton, New York | 8 | 8 | 105 | 32 | 210 | 64.01 | 15 | 4.57 | https://historicbridges.org/truss/portland/little_mar22_5709_small.jpg | https://historicbridges.org/truss/portland/little_mar22_5709.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/portland/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.869820,-84.904020 | |||||||||||||
| 2829 | Portland Avenue Bridge | A representative example of over twenty historic bridges that are part of the Chicago Milwaukee and St. Paul Railroad Grade Separation Historic District The technical description of the main or most noteworthy span of the bridge is a 31.8 ft (9.69 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. | 44.950360 | -93.267710 | Portland Avenue | Railroad (Midtown Greenway Rail-Trail) | Minneapolis | Hennepin County, Minnesota | Minnesota | United States | Concrete | T-Beam | Fixed | 0 | 3 | 0 | 0 | 1914 | 0 | Unknown | 4 | 6 | 31.8 | 9.69 | 94.2 | 28.71 | 39 | 11.89 | https://historicbridges.org/minnesota/midtowngreenwayportlandave/little_midtowngreenwayportlandave2820_small.jpg | https://historicbridges.org/minnesota/midtowngreenwayportlandave/little_midtowngreenwayportlandave2820.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/midtowngreenwayportlandave/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.950360,-93.267710 | |||||||||||||||||
| 2830 | Portland Railroad Bridge | Resting on an 1880 substructure, this is a two span pin connected railroad bridge that is now part of a rail-trail. The technical description of the main or most noteworthy span of the bridge is a 165 ft (50.29 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Detroit Bridge and Iron Works of Detroit, Michigan. | 42.873300 | -84.902140 | Railroad (Portland Riverwalk Rail-Trail) (Former Pere Marquette) | Grand River | Portland | Ionia County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 2 | 0 | 0 | 1899 | 0 | Detroit Bridge and Iron Works of Detroit, Michigan | 6 | 7 | 165 | 50.29 | 330 | 100.58 | 15 | 4.57 | https://historicbridges.org/truss/portlandrr/little_mar22_5505_small.jpg | https://historicbridges.org/truss/portlandrr/little_mar22_5565.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/portlandrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.873300,-84.902140 | ||||||||||||||
| 2833 | Potter Road Bridge | One of a couple curved t-beams that survive with original railings in northern Michigan. The technical description of the main or most noteworthy span of the bridge is a 22.8 ft (6.95 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Johnson-Greene Company. The bridge was primarily designed by Michigan State Highway Department. | 45.723020 | -84.728450 | Potter Road | I-75 | Rural | Cheboygan County, Michigan | Michigan | United States | Concrete | Curved | T-Beam | Fixed | 0 | Continuous | 4 | 0 | 0 | 1960 | 0 | Johnson-Greene Company | Michigan State Highway Department | 2 | 3 | 22.8 | 6.95 | 240.8 | 73.4 | 24 | 7.32 | https://historicbridges.org/michigan/potter/little_p1310399_small.jpg | https://historicbridges.org/michigan/potter/little_p1310399.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/potter/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.723020,-84.728450 | ||||||||||||||
| 2834 | Pottery Road Bridge | This busy bridge had a modern bridge built next to it, forming a one-way couplet to increase the number of lanes for the road. The technical description of the main or most noteworthy span of the bridge is a concrete Rainbow through arch, fixed. The bridge was primarily built by R. H. McGregor Construction Company. | 43.688510 | -79.362220 | Pottery Road (Southbound) | Don River | Toronto | Toronto City, Ontario | Ontario | Canada | Concrete | Rainbow | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | R. H. McGregor Construction Company | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/potteryroad/little_potteryroad1607_small.jpg | https://historicbridges.org/ontario/potteryroad/little_potteryroad1607.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/potteryroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.688510,-79.362220 | |||||||||||||||
| 2835 | Potomac Edison Company Bridge | This is a unique example of a small scale vertical lift bridge, designed to accomodate a tow path. The technical description of the main or most noteworthy span of the bridge is a 41.3 ft (12.59 m) metal through girder, movable: vertical lift, Tower Drive. The bridge was primarily built by New York Central Iron Works of Hagerstown, Maryland. The bridge was primarily designed by Sanderson and Porter of New York, New York. | 39.599590 | -77.826680 | Railroad (Abandoned Western Maryland Railway) | Chesapeake and Ohio Canal | Williamsport | Washington County, Maryland | Maryland | United States | Metal | Through | Girder | Movable: Vertical Lift | Tower Drive | 0 | 1 | 0 | 0 | 1923 | 0 | New York Central Iron Works of Hagerstown, Maryland | Sanderson and Porter of New York, New York | 8 | 8 | 41.3 | 12.59 | 80.6 | 24.57 | 17.1 | 5.21 | https://historicbridges.org/maryland/williamsport_lift/little_p1210552_small.jpg | https://historicbridges.org/maryland/williamsport_lift/little_p1210552.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/williamsport_lift/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.599590,-77.826680 | ||||||||||||||
| 2837 | Powers Highway Bridge | An extremely rare example of an unusual light-weight truss design used in the early 20th Century. The technical description of the main or most noteworthy span of the bridge is a 25 ft (7.62 m) metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Unknown. | 42.454420 | -84.806760 | Powers Highway | Battle Creek River | Rural | Eaton County, Michigan | Michigan | United States | Metal | Double-Intersection Warren | Rivet-Connected | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 1910 | 0 | Unknown | 7 | 7 | 25 | 7.62 | 28 | 8.53 | 16 | 4.88 | https://historicbridges.org/truss/powers/little_pict3568_small.jpg | https://historicbridges.org/truss/powers/little_pict3568.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/powers/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.454420,-84.806760 | ||||||||||||||
| 2838 | Powers Street Bridge | This bridge is the sort of bridge that was built before the world of precast concrete boxes and large corrugated metal culverts. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 44.259720 | -85.402500 | Powers Street | Clam River | Cadillac | Wexford County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 2 | 2 | 24 | 7.32 | 24 | 7.32 | 25 | 7.62 | https://historicbridges.org/michigan/powersclam/little_powersstclamr3_small.jpg | https://historicbridges.org/michigan/powersclam/little_powersstclamr3.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/powersclam/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.259720,-85.402500 | |||||||||||||||
| 2840 | Preacher Road Bridge | This unusual concrete encased through girder has substantial span lengths for this type. The technical description of the main or most noteworthy span of the bridge is a 82 ft (24.99 m) metal (concrete encased) through girder, fixed. The bridge was primarily built by Farris Engineering (Bridge) Company of Pittsburgh, Pennsylvania. | 39.891920 | -80.226480 | Preacher Road (TR-497) | 10 Mile Creek | Rural | Greene County, Pennsylvania | Pennsylvania | United States | Metal (Concrete Encased) | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1915 | 1993 | Farris Engineering (Bridge) Company of Pittsburgh, Pennsylvania | 5 | 5 | 82 | 24.99 | 83 | 25.3 | 19.4 | 5.91 | https://historicbridges.org/pennsylvania/preacherroad/little_preacherroad0860_small.jpg | https://historicbridges.org/pennsylvania/preacherroad/little_preacherroad0860.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/preacherroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.891920,-80.226480 | ||||||||||||||||
| 2843 | Presque Isle Ore Dock Bridge | Lake Superior and Ishpeming Railroad Ore Dock Bridge | This bridge with its attractive bent over Lake Shore Boulevard leads to an impressive ore dock. The technical description of the main or most noteworthy span of the bridge is a 38.7 ft (11.8 m) metal deck girder, fixed. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. The bridge was primarily designed by John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois). | 46.580850 | -87.389920 | Railroad (Lake Superior and Ishpeming Railroad) | Lake Shore Boulevard | Marquette | Marquette County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 1 | 0 | 0 | 1912 | 0 | Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin | John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois) | 7 | 7 | 38.7 | 11.8 | 600 | 182.88 | 0 | 0 | https://historicbridges.org/michigan/oredock/little_oredock_5705_small.jpg | https://historicbridges.org/michigan/oredock/little_oredock_5705.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/oredock/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.580850,-87.389920 | ||||||||||||||
| 2844 | Pretoria Bridge | This modern bridge lacks heritage value, but it does simulate important aspects of the previous unique vertical lift bridge at this location. The technical description of the main or most noteworthy span of the bridge is a 95 ft (28.96 m) metal rivet-connected Pratt railing-height truss, movable: vertical lift, Direct Lift. The bridge was primarily built by Unknown. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. | 45.411540 | -75.683260 | Pretoria Avenue | Rideau Canal | Ottawa | Ottawa City, Ontario | Ontario | Canada | Metal | Pratt | Rivet-Connected | Railing-Height | Truss | Movable: Vertical Lift | Direct Lift | 0 | 1 | Concrete | Spread | Box Beam | Fixed | 0 | 2 | 1981 | 0 | Unknown | Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois | 0 | 0 | 95 | 28.96 | 200 | 60.96 | 44 | 13.41 | https://historicbridges.org/ontario/pretoria/little_p1050096_small.jpg | https://historicbridges.org/ontario/pretoria/little_p1050096.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/pretoria/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.411540,-75.683260 | ||||||||
| 2845 | Pretty Road Bridge | Christopher James Campbell Bridge | Appropriately, this is a pretty little bridge on Pretty Road! The technical description of the main or most noteworthy span of the bridge is a 83 ft (25.3 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 42.740696 | -82.315554 | Pretty Road | Black Creek | St. Clair Township | Lambton County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 2020 | Unknown | 6 | 7 | 83 | 25.3 | 84.8 | 25.85 | 16.4 | 5 | https://historicbridges.org/truss/pretty/little_prettyadd_brg_7139_small.jpg | https://historicbridges.org/truss/pretty/little_prettyadd_brg_7139.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/pretty/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.740696,-82.315554 | |||||||||||||
| 2847 | Prince Edward Viaduct | Bloor Street Viaduct, Don Section | One of the largest and most well-known Toronto bridges, this unique bridge is one of the few crescent arch bridges in existance. The technical description of the main or most noteworthy span of the bridge is a 281.5 ft (85.8 m) metal three-hinged Braced Ribbed deck arch, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. The bridge was primarily designed by Thomas Taylor. | 43.675310 | -79.363220 | Bloor Street and TTC Subway | Don River, Don Valley Parkway, Railroad, and Bayview Avenue | Toronto | Toronto City, Ontario | Ontario | Canada | Metal | Braced Ribbed | Three-Hinged | Deck | Arch | Fixed | 0 | 5 | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 1918 | 0 | Hamilton Bridge Company of Hamilton, Ontario | Thomas Taylor | 9 | 10 | 281.5 | 85.8 | 1620 | 493.78 | 64.5 | 19.66 | https://historicbridges.org/ontario/bloorstreetprinceedwardviaduct/little_bloorstreetprinceedwardviaduct1517_8_9_fusedd_small.jpg | https://historicbridges.org/ontario/bloorstreetprinceedwardviaduct/little_bloorstreetprinceedwardviaduct1517_8_9_fusedd.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/bloorstreetprinceedwardviaduct/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.675310,-79.363220 | |||||||
| 2848 | Prince George Railway Bridge | One of only two in North America, this is the only example in Canada of a patented Strauss direct-lift type vertical lift. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Pratt through truss, movable: vertical lift, Direct Lift. The bridge was primarily built by Canadian Bridge Company of Walkerville, Ontario. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. | 53.913363 | -122.717757 | Railroad (Canadian National) | Fraser River | Rural | Fraser-Fort George District, British Columbia | British Columbia | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Movable: Vertical Lift | Direct Lift | 4 | 1 | Metal | Camelback | Rivet-Connected | Through | Truss | Fixed | 8 | 12 | 1914 | 0 | Canadian Bridge Company of Walkerville, Ontario | Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois | 10 | 10 | 100 | 30.48 | 2658.8 | 810.4 | 18.3 | 5.58 | https://historicbridges.org/britishcolumbia/grandtrunkpacific/little_4946555287_3044006ce7grandtrunkpacificbridge_o_small.jpg | https://historicbridges.org/britishcolumbia/grandtrunkpacific/little_4946555287_3044006ce7grandtrunkpacificbridge_o.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/grandtrunkpacific/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.913363,-122.717757 | ||||||
| 2849 | Pritchard Bridge | This is a long and narrow wooden stringer bridge that is the only crossing in the area. The technical description of the main or most noteworthy span of the bridge is a wood stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 50.688760 | -119.822990 | Pinantan Road | South Thompson River | Pritchard | Thompson-Nicola District, British Columbia | British Columbia | Canada | Wood | Stringer (Multi-Beam) | Fixed | 0 | 0 | 0 | 0 | 0 | 0 | Unknown | 5 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/britishcolumbia/pritchard/little_pritchardbridge007_small.jpg | https://historicbridges.org/britishcolumbia/pritchard/little_pritchardbridge007.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/pritchard/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.688760,-119.822990 | |||||||||||||||||
| 2851 | Prospect Avenue Bridge | Bridge E-211 | This bridge has a shorter clear span than many of the Erie Canal lift bridges. The technical description of the main or most noteworthy span of the bridge is a 93.8 ft (28.59 m) metal rivet-connected Warren (No Verticals) pony truss, movable: vertical lift. The bridge was primarily built by McMyler-Interstate Company of Cleveland, Ohio and W.S. Cooper Company of Cleveland, Ohio. | 43.225270 | -78.391660 | Prospect Avenue / Gravel Road (NY-63) | Erie Canal (New York State Barge Canal) | Medina | Orleans County, New York | New York | United States | Metal | Warren (No Verticals) | Rivet-Connected | Pony | Truss | Movable: Vertical Lift | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1915 | 0 | McMyler-Interstate Company of Cleveland, Ohio and W.S. Cooper Company of Cleveland, Ohio | 8 | 7 | 93.8 | 28.59 | 130 | 39.62 | 23.6 | 7.19 | https://historicbridges.org/newyork/medina/little_liftbr077_small.jpg | https://historicbridges.org/newyork/medina/little_liftbr077.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/medina/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.225270,-78.391660 | ||||||||||
| 2854 | Province Line Road Bridge | As a three span pony, this is among the longer examples of pony trusses in the area. The technical description of the main or most noteworthy span of the bridge is a 46.6 ft (14.2 m) metal rivet-connected Warren (No Verticals) pony truss, fixed. The bridge was primarily built by Berlin Construction Company of Berlin Connecticut. | 40.352650 | -74.710440 | Province Line Road | Stony Brook Branch | Near Princeton | Mercer County, New Jersey | New Jersey | United States | Metal | Warren (No Verticals) | Rivet-Connected | Pony | Truss | Fixed | 3 | 3 | 0 | 0 | 1903 | 1970 | Berlin Construction Company of Berlin Connecticut | 6 | 6 | 46.6 | 14.2 | 140 | 42.67 | 11.7 | 3.57 | https://historicbridges.org/newjersey/provinceline/little_pict5613b_small.jpg | https://historicbridges.org/newjersey/provinceline/little_pict5594.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/provinceline/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.352650,-74.710440 | ||||||||||||||
| 2856 | ! | Puce River Railway Bridge | A small multi-span deck plate girder bridge with girders of different sizes. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. | 42.301460 | -82.779420 | Railroad (Canadian National and ViaRail) | Puce River | Puce | Essex County, Ontario | Ontario | Canada | Metal | Deck | Girder | Fixed | 0 | 3 | 0 | 0 | 0 | 0 | Unknown | 1 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/pucerr/little_p1430361_small.jpg | https://historicbridges.org/ontario/pucerr/little_p1430361.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/pucerr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.301460,-82.779420 | |||||||||||||||
| 2857 | Puckety Drive Bridge | This concrete arch overpass has been widened on one side. The technical description of the main or most noteworthy span of the bridge is a 42 ft (12.8 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 40.407804 | -79.612401 | US-22 | Puckety Drive (Boyd Road) | Rural | Westmoreland County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1949 | 0 | Unknown | 2 | 2 | 42 | 12.8 | 48 | 14.63 | 53.2 | 16.22 | https://historicbridges.org/pennsylvania/puckety/little_p1470647_small.jpg | https://historicbridges.org/pennsylvania/puckety/little_p1470647.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/puckety/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.407804,-79.612401 | |||||||||||||||
| 2858 | Pugh Ford Bridge | Bartholomew County Bridge 73, Hoot Owl Hollar Bridge, Pence Bridge | This noteworthy two-span truss bridge has a very interesting history leading up to its construction. The technical description of the main or most noteworthy span of the bridge is a 126.6 ft (38.59 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Elkhart Bridge and Iron Company of Elkhart, Indiana. | 39.333730 | -85.864230 | CR-900 North | Flatrock River | Rural | Bartholomew County, Indiana | Indiana | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 8 | 2 | 0 | 0 | 1911 | 1997 | Elkhart Bridge and Iron Company of Elkhart, Indiana | 6 | 7 | 126.6 | 38.59 | 260 | 79.25 | 15.4 | 4.69 | https://historicbridges.org/indiana/pughfordbridge/little_pughfordbridge3039_small.jpg | https://historicbridges.org/indiana/pughfordbridge/little_pughfordbridge3039.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/pughfordbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.333730,-85.864230 | |||||||||||||
| 2859 | Pulaski Skyway | Including The Hoboken Avenue Viaduct | With award-winning aesthetics, this extremely long bridge is also noted for its exceedingly complex design. The technical description of the main or most noteworthy span of the bridge is a 550 ft (167.64 m) metal cantilever rivet-connected Pratt through truss, fixed. The bridge was primarily built by Various Builders. The bridge was primarily designed by Sigvald Johannesson. | 40.734590 | -74.102460 | US-1 and US-9 | Passaic River, Hackensack River, and Various Roads and Railroads | Newark, Kearny, and Jersey City | Essex County, New Jersey and Hudson County, New Jersey | New Jersey | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 0 | Cantilever | 6 | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 12 | Cantilever | 105 | 1932 | 1984 | Various Builders | Sigvald Johannesson | 9 | 10 | 550 | 167.64 | 14907 | 4543.65 | 47 | 14.33 | https://historicbridges.org/newjersey/pulaskiskyway/little_pulaskiskyway011696_small.jpg | https://historicbridges.org/newjersey/pulaskiskyway/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/pulaskiskyway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.734590,-74.102460 | ||||
| 2861 | Pumpkin Run Road Bridge | This bridge is noted for its skewed design and it also has an unusual riveted box at the base of its end posts. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 39.724510 | -80.304420 | Pumpkin Run Road (TR-716) | Pennsylvania Fork Dunkard Creek | Rural | Greene County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Wrought Iron Bridge Company of Canton, Ohio | 7 | 7 | 65 | 19.81 | 85 | 25.91 | 15.7 | 4.79 | https://historicbridges.org/pennsylvania/pumpkinrunroad/little_pumpkinrunroad0829_small.jpg | https://historicbridges.org/pennsylvania/pumpkinrunroad/little_pumpkinrunroad0829.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pumpkinrunroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.724510,-80.304420 | ||||||||||||||
| 2862 | Purple People Bridge | L&N Railroad Bridge / Newport Southbank Bridge | A very old, and unbelievably complex giant of a bridge that has been spared demolition, and is currently open to pedestrians. The technical description of the main or most noteworthy span of the bridge is a 509.8 ft (155.39 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Edge Moor Bridge Works of Wilmington, Delaware. The bridge was primarily designed by M.J. Becker. | 39.097640 | -84.497350 | Pedestrian Walkway (Rail-Trail, Former Satatoga Street) | Ohio River | Cincinnati and Newport | Hamilton County, Ohio and Campbell County, Kentucky | Ohio and Kentucky | United States | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 20 | 1 | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 8 | 0 | 1896 | 2003 | Edge Moor Bridge Works of Wilmington, Delaware | M.J. Becker | 8 | 9 | 509.8 | 155.39 | 2659 | 810.46 | 0 | 0 | https://historicbridges.org/ohio/purplepeople/little_410_small.jpg | https://historicbridges.org/ohio/purplepeople/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/purplepeople/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.097640,-84.497350 | ||||||
| 2863 | Pursley Creek Private Bridge | This is a lightweight pony truss bridge that has bents added to bear load. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Queenpost pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This truss bridge is on private property, but is right next to and viewable from a public road. | 39.870750 | -80.233060 | Private Trail | Pursley Creek | Rural | Greene County, Pennsylvania | Pennsylvania | United States | This truss bridge is on private property, but is right next to and viewable from a public road. | Metal | Queenpost | Rivet-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/pursleycreek/little_oakforestroadtruss1019_small.jpg | https://historicbridges.org/pennsylvania/pursleycreek/little_oakforestroadtruss1019.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pursleycreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.870750,-80.233060 | |||||||||||||
| 2864 | Pyrmont Road Bridge | TR-453 Bridge | An impressive camelback bridge still serves a fair amount of traffic. The technical description of the main or most noteworthy span of the bridge is a 172 ft (52.43 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by Indiana Bridge Company of Muncie, Indiana. | 39.802570 | -84.530350 | Pyrmont Road (TR-453) | Twin Creek | Rural | Preble County, Ohio | Ohio | United States | Metal | Camelback | Pin-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1904 | 1995 | Indiana Bridge Company of Muncie, Indiana | 7 | 8 | 172 | 52.43 | 180 | 54.86 | 15.7 | 4.79 | https://historicbridges.org/ohio/pyrmont/little_pict2749_small.jpg | https://historicbridges.org/ohio/pyrmont/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/pyrmont/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.802570,-84.530350 | |||||||||||||
| 2865 | QEW Welland River Bridge | This is a pair of long stringer bridges that is a part of the original QEW construction. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 43.046170 | -79.121660 | Queen Elizabeth Way (QEW) | Welland River and Railroad (Canadian Pacific) | Niagara Falls | Niagara Region, Ontario | Ontario | Canada | Metal | Stringer (Multi-Beam) | Fixed | 0 | 18 | 0 | 0 | 1941 | 1990 | Unknown | 2 | 3 | 0 | 0 | 946 | 288.34 | 40 | 12.19 | https://historicbridges.org/ontario/qewwellandriver/little_p1410455_small.jpg | https://historicbridges.org/ontario/qewwellandriver/little_p1410455.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/qewwellandriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.046170,-79.121660 | |||||||||||||||||
| 2866 | Quaker Bridge | Williamson's Crossing Bridge | This beautiful historic bridge is the first rural western Pennsylvania truss bridge to be preserved! The technical description of the main or most noteworthy span of the bridge is a 124 ft (37.8 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 41.425960 | -80.373960 | Williamson Road (PA-4006) (Abandoned Alignment) | Little Shenango River | Rural (Near Greenville) | Mercer County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 124 | 37.8 | 126 | 38.4 | 14 | 4.27 | https://historicbridges.org/pennsylvania/quaker/little_img_9360_small.jpg | https://historicbridges.org/pennsylvania/quaker/little_img_9360.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/quaker/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.425960,-80.373960 | |||||||||||||
| 2867 | Quaker Road Bridge | Oneil Road Bridge, Bridge E-120 | This Erie Canal bridge had not yet been rehabbed at the time of photodocumentation. The technical description of the main or most noteworthy span of the bridge is a 164.7 ft (50.2 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by I.M. Ludington's Sons Inc. of Rochester, New York. | 43.071070 | -77.289420 | Quaker Road (O'Neill Road) | Erie Canal (New York State Barge Canal) | Macedon | Wayne County, New York | New York | United States | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1914 | 2020 | I.M. Ludington's Sons Inc. of Rochester, New York | 6 | 7 | 164.7 | 50.2 | 169 | 51.51 | 14.8 | 4.51 | https://historicbridges.org/newyork/quaker/little_marc-oneillrehabfinished10_small.jpg | https://historicbridges.org/newyork/quaker/little_marc-oneillrehabfinished10.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/quaker/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.071070,-77.289420 | |||||||||||||
| 2868 | Quarry Road Bridge | Old US-41 Big Cedar River Bridge | This concrete camelback bridge is on old trunk line alignment and has a noted skew. The technical description of the main or most noteworthy span of the bridge is a 57.7 ft (17.59 m) concrete 60 Foot Plan curved chord through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 45.709690 | -87.538520 | Quarry Road (41 Mile Road, Old US-41) | Big Cedar River | Spaulding | Menominee County, Michigan | Michigan | United States | Concrete | 60 Foot Plan | Curved Chord Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1928 | 0 | Unknown | Michigan State Highway Department | 7 | 7 | 57.7 | 17.59 | 61 | 18.59 | 23 | 7.01 | https://historicbridges.org/michigan/quarryroad41oldus41/little_quarryroad41oldus41_0869_small.jpg | https://historicbridges.org/michigan/quarryroad41oldus41/little_quarryroad41oldus41_0869.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/quarryroad41oldus41/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.709690,-87.538520 | |||||||||||||
| 2869 | Homer Lift Bridge | Welland Canal Bridge #4 / Queenston Street Bridge | A rare Ontario example of a deck truss bascule bridge, this is a rolling lift. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt deck truss, movable: double leaf bascule, Rolling Lift. The bridge was primarily built by Unknown. | 43.165760 | -79.195150 | Queenston Street | Welland Canal | St. Catharines | Niagara Region, Ontario | Ontario | Canada | Metal | Pratt | Rivet-Connected | Deck | Truss | Movable: Double Leaf Bascule | Rolling Lift | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 8 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/truss/queenston/little_pict6937_small.jpg | https://historicbridges.org/truss/queenston/little_pict6937.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/queenston/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.165760,-79.195150 | ||||||||
| 2870 | ! | Queen Street Bridge | This is a rare example of a curved t-beam in Ontario. The technical description of the main or most noteworthy span of the bridge is a concrete continuous curved t-beam, fixed. The bridge was primarily built by Robert Mowbray of Whitechurch, Ontario. The bridge was primarily designed by Parr and Kunz of Toronto, Ontario. | 44.306790 | -81.273120 | Queen Street (CR-3) | Teeswater River | Paisley | Bruce County, Ontario | Ontario | Canada | Concrete | Curved | T-Beam | Fixed | 0 | Continuous | 3 | 0 | 0 | 1935 | 0 | Robert Mowbray of Whitechurch, Ontario | Parr and Kunz of Toronto, Ontario | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/paisley/little_p1020414_small.jpg | https://historicbridges.org/ontario/paisley/little_p1020414.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/paisley/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.306790,-81.273120 | |||||||||||||
| 2872 | Quesnel Old Fraser River Bridge | Fraser River Footbridge | This is a noteworthy, very long multi-span example of a British Columbia standard plan wooden through truss. The technical description of the main or most noteworthy span of the bridge is a wood Howe through truss, fixed. The bridge was primarily built by Unknown. | 52.975560 | -122.500170 | Pedestrian Walkway | Fraser River | Quesnel | Cariboo District, British Columbia | British Columbia | Canada | Wood | Howe | Through | Truss | Fixed | 12 | 5 | 0 | 0 | 1929 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/britishcolumbia/quesnel/little_4947361566_5e3f426071quesneloldfraserriverbridge_o_small.jpg | https://historicbridges.org/britishcolumbia/quesnel/little_4947361566_5e3f426071quesneloldfraserriverbridge_o.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/quesnel/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=52.975560,-122.500170 | ||||||||||||||
| 2873 | ! | Quincy Memorial Bridge | Quincy Soldier's Memorial Bridge | An extremely large, unusual, and significant example of a continuous truss that is not a cantilever. The technical description of the main or most noteworthy span of the bridge is a 627.7 ft (191.32 m) metal continuous rivet-connected Modified Polygonal Warren through truss, fixed. The bridge was primarily built by Kelly-Atkinson Construction Company of Chicago, Illinois. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. | 39.931060 | -91.420500 | US-24 (Maine Street) | Mississippi River | Quincy and West Quincy | Adams County, Illinois and Marion County, Missouri | Illinois and Missouri | United States | Metal | Modified Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 20 | Continuous | 2 | Metal | Deck | Girder | Fixed | 0 | 35 | 1930 | 2002 | Kelly-Atkinson Construction Company of Chicago, Illinois | Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois | 8 | 9 | 627.7 | 191.32 | 3511.7 | 1070.37 | 24 | 7.32 | https://historicbridges.org/missouri/quincy/little_dscf6009_small.jpg | https://historicbridges.org/missouri/quincy/little_dscf6009.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/quincy/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.931060,-91.420500 | ||||||
| 2874 | Rabbit River Railroad Bridge | A tradtional railroad plate girder is no longer used by trains but is in good condition. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. | 42.638150 | -85.755090 | Railroad (Abandoned) | Rabbit River | Rural | Allegan County, Michigan | Michigan | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 2 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/rabbitrr/little_abandonedrrrabbitr1_small.jpg | https://historicbridges.org/michigan/rabbitrr/little_abandonedrrrabbitr1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/rabbitrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.638150,-85.755090 | ||||||||||||||||
| 2875 | Racine Railroad Bridge | This is a very large and unusual deck truss swing bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Double-Intersection Warren deck truss, movable: swing, Center Pier. The bridge was primarily built by American Bridge Company of New York, New York. | 42.723890 | -87.796500 | Railroad (Union Pacific) | Root River | Racine | Racine County, Wisconsin | Wisconsin | United States | Metal | Double-Intersection Warren | Rivet-Connected | Deck | Truss | Movable: Swing | Center Pier | 0 | 2 | 0 | 0 | 1908 | 0 | American Bridge Company of New York, New York | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/wisconsin/racine/little_img_4546_small.jpg | https://historicbridges.org/wisconsin/racine/little_img_4546.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/racine/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.723890,-87.796500 | |||||||||||||
| 2876 | Railroad Street Bridge | This bridge was once part of M-28. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 46.344710 | -85.950360 | Railroad Street | Fox River | Seney | Schoolcraft County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | Unknown | Michigan State Highway Department | 2 | 3 | 40 | 12.19 | 79.7 | 24.29 | 30 | 9.14 | https://historicbridges.org/michigan/railroadfox/little_2011august014_small.jpg | https://historicbridges.org/michigan/railroadfox/little_2011august014.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/railroadfox/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.344710,-85.950360 | ||||||||||||||||
| 2877 | Rail Street Bridge | This bridge serves highway traffic today, but was originally a very wide railroad overpass. The technical description of the main or most noteworthy span of the bridge is a 48 ft (14.63 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Jutton-Kelly Company of Detroit, Michigan. | 46.497900 | -87.611860 | Rail Street | Silver Street (M-28 BR) | Negaunee | Marquette County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1936 | 0 | Jutton-Kelly Company of Detroit, Michigan | 2 | 4 | 48 | 14.63 | 50 | 15.24 | 28 | 8.53 | https://historicbridges.org/michigan/negauneesilverstreetrroverpass/little_negauneesilverstreetrroverpass03_small.jpg | https://historicbridges.org/michigan/negauneesilverstreetrroverpass/little_negauneesilverstreetrroverpass03.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/negauneesilverstreetrroverpass/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.497900,-87.611860 | |||||||||||||||||
| 2878 | Rainbow Bridge | This iconic bridge in a famous setting was the longest hingeless arch bridge in the world when completed. The technical description of the main or most noteworthy span of the bridge is a 950 ft (289.56 m) metal hingeless Solid Ribbed deck arch, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by Waddell and Hardesty of New York, New York. | 43.090140 | -79.067660 | Roberts Street (KH-420) and Niagara Street (NY 955A) | Niagara River and River Road | Niagara Falls | Niagara Region, Ontario and Niagara County, New York | Ontario and New York | Canada and United States | Metal | Solid Ribbed | Hingeless | Deck | Arch | Fixed | 0 | 1 | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 10 | 1941 | 0 | Bethlehem Steel Company of Bethlehem, Pennsylvania | Waddell and Hardesty of New York, New York | 8 | 8 | 950 | 289.56 | 1444 | 440.13 | 48 | 14.63 | https://historicbridges.org/ontario/rainbowbridge/little_rainbowbridge0313_small.jpg | https://historicbridges.org/ontario/rainbowbridge/little_rainbowbridge0313.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/rainbowbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.090140,-79.067660 | ||||||||
| 2879 | Rainbow Bridge | Greenback Lane Bridge | This bridge is a large and beautiful example of a concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 208 ft (63.4 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Ross Construction Company of Sacramento, California. The bridge was primarily designed by Drury D. Butler. | 38.682340 | -121.175760 | Greenback Lane | American River | Folsom | Sacramento County, California | California | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 1 | Concrete | T-Beam | Fixed | 0 | 16 | 1917 | 1969 | Ross Construction Company of Sacramento, California | Drury D. Butler | 7 | 7 | 208 | 63.4 | 511.2 | 155.81 | 25.3 | 7.71 | https://historicbridges.org/california/folsomarchbridge/little_day3_folsomarchbridge02699_small.jpg | https://historicbridges.org/california/folsomarchbridge/little_day3_folsomarchbridge02699.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/folsomarchbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.682340,-121.175760 | ||||||||||
| 2880 | Ramsay Bridge | This is the longest striaght chord concrete through girder in Michigan, and is also especially impressive to view. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete through girder, fixed. The bridge was primarily built by P. N. Massie of Bessemer, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 46.473900 | -90.001880 | Main Street | Black River | Ramsay | Gogebic County, Michigan | Michigan | United States | Concrete | Through | Girder | Fixed | 0 | 3 | 0 | 0 | 1922 | 0 | P. N. Massie of Bessemer, Michigan | Michigan State Highway Department | 6 | 8 | 50 | 15.24 | 130 | 39.62 | 22 | 6.71 | https://historicbridges.org/michigan/ramsay/bkg_IMG_008723_small.jpg | https://historicbridges.org/michigan/ramsay/IMG_0086.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/ramsay/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.473900,-90.001880 | |||||||||||||||
| 2881 | Ramsdell Road Bridge | This truss bridge displays some representative design details for a bridge of its age, and has been preserved. The technical description of the main or most noteworthy span of the bridge is a 108 ft (32.92 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 43.174010 | -71.817060 | Ramsdell Road | Contoocook River | Henniker | Merrimack County, New Hampshire | New Hampshire | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1937 | 2008 | Unknown | 5 | 6 | 108 | 32.92 | 111 | 33.83 | 18 | 5.49 | https://historicbridges.org/newhampshire/ramsdell/little_p1520016_small.jpg | https://historicbridges.org/newhampshire/ramsdell/little_p1520016.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newhampshire/ramsdell/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.174010,-71.817060 | ||||||||||||||
| 2882 | Rancho Murieta Bridge | Yellow Bridge | Rare, beautiful, and preserved, this historic bridge is nevertheless fenced off with razor wire and accessible to club members only. The technical description of the main or most noteworthy span of the bridge is a 227 ft (69.19 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Western Bridge and Construction Company of Omaha, Nebraska. | 38.492150 | -121.091220 | Pedestrian Walkway | Cosumnes River | Rural | Sacramento County, California | California | United States | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 12 | 1 | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 1908 | 0 | Western Bridge and Construction Company of Omaha, Nebraska | 8 | 8 | 227 | 69.19 | 306 | 93.27 | 18 | 5.49 | https://historicbridges.org/california/ranchomurietacountryclub/little_day3_ranchomurietacountryclubbridge03388_small.jpg | https://historicbridges.org/california/ranchomurietacountryclub/little_day3_ranchomurietacountryclubbridge03388.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/ranchomurietacountryclub/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.492150,-121.091220 | |||||||
| 2883 | Randolph Street Bridge | This non-historic bridge is listed only for comparitive purposes and for continuity of those using this website for a river tour. The technical description of the main or most noteworthy span of the bridge is a 213 ft (64.92 m) metal non-historic, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Unknown. The bridge was primarily designed by Hazelet and Erdal of Chicago, Illinoisand City of Chicago. | 41.884450 | -87.637960 | Randolph Street | South Branch Chicago River | Chicago | Cook County, Illinois | Illinois | United States | Metal | Non-Historic | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 1984 | 0 | Unknown | Hazelet and Erdal of Chicago, Illinoisand City of Chicago | 0 | 0 | 213 | 64.92 | 336.3 | 102.5 | 48 | 14.63 | https://historicbridges.org/illinois/randolph/little_dscf3601_small.jpg | https://historicbridges.org/illinois/randolph/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/randolph/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.884450,-87.637960 | ||||||||||||
| 2885 | Rangeline Road Bridge | Huntington County Bridge 123 | This impressive two-span truss structure is a beauty to behold! The technical description of the main or most noteworthy span of the bridge is a 128 ft (39.01 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by Central States Bridge Company of Indianapolis, Indiana. The bridge was primarily designed by Lafayette Engineering Company of Lafayette, Indiana. | 40.879630 | -85.542940 | Rangeline Road (CR-475 West) | Wabash River | Rural | Huntington County, Indiana | Indiana | United States | Metal | Camelback | Pin-Connected | Through | Truss | Fixed | 8 | 2 | 0 | 0 | 1913 | 2015 | Central States Bridge Company of Indianapolis, Indiana | Lafayette Engineering Company of Lafayette, Indiana | 7 | 8 | 128 | 39.01 | 260 | 79.25 | 17.4 | 5.3 | https://historicbridges.org/truss/rangeline/little_addrangeline_1186_small.jpg | https://historicbridges.org/truss/rangeline/little_addrangeline_1186.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/rangeline/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.879630,-85.542940 | ||||||||||||
| 2888 | Rosemont - Raven Rock Road Bridge | Raven Rock Road Bridge | Built by a noteworthy local builder, this ancient bridge with Phoenix columns is well decorated. The technical description of the main or most noteworthy span of the bridge is a 127 ft (38.71 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Lambertville Iron Works of Lambertville, New Jersey. | 40.416240 | -75.017540 | Raven Rock Road | Lockatong Creek | Raven Rock | Hunterdon County, New Jersey | New Jersey | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1878 | 2014 | Lambertville Iron Works of Lambertville, New Jersey | 9 | 9 | 127 | 38.71 | 129 | 39.32 | 15.7 | 4.79 | https://historicbridges.org/newjersey/ravenrock/little_pict5453_small.jpg | https://historicbridges.org/newjersey/ravenrock/little_redoravenrock1369_70_71f.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/ravenrock/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.416240,-75.017540 | |||||||||||||
| 2890 | Ravine Road Bridge | This small bridge has a jack arch deck and stone abutments. The technical description of the main or most noteworthy span of the bridge is a 26 ft (7.92 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Stine and Pollock. The bridge was primarily designed by Nathan R. Rambo. | 39.998540 | -75.664420 | Ravine Road | Branch Valley Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1913 | 0 | Stine and Pollock | Nathan R. Rambo | 3 | 4 | 26 | 7.92 | 28 | 8.53 | 16 | 4.88 | https://historicbridges.org/pennsylvania/ravineroad/little_ravineroad003_small.jpg | https://historicbridges.org/pennsylvania/ravineroad/little_ravineroad003.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/ravineroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.998540,-75.664420 | ||||||||||||||||
| 2891 | Ravine Road Railroad Overpass | This tiny overpass bridge is a reminder of a railroad line that once ran through here. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. | 40.026170 | -75.576760 | Railroad (Abandoned West Chester Railroad) | Ravine Road | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Concrete | Slab | Fixed | 0 | 1 | 0 | 0 | 1915 | 0 | Unknown | 1 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/westchesterrailroadravineroad/little_ravineroadwcrr001_small.jpg | https://historicbridges.org/pennsylvania/westchesterrailroadravineroad/little_ravineroadwcrr001.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/westchesterrailroadravineroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.026170,-75.576760 | |||||||||||||||||
| 2892 | Ravine Road Railroad Overpasses | This is a unique trio of stone arch railroad overpass bridges. The technical description of the main or most noteworthy span of the bridge is a stone deck arch, fixed. The bridge was primarily built by Unknown. | 40.030940 | -75.577980 | Railroad (Various) | Ravine Road | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Stone | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/ravine/little_ravineroadnorthprr009_small.jpg | https://historicbridges.org/pennsylvania/ravine/little_ravineroadnorthprr009.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/ravine/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.030940,-75.577980 | ||||||||||||||||
| 2894 | Raymond Road Bridge | Despite being abandoned, this bridge is in decent condition, and retains integrity. The technical description of the main or most noteworthy span of the bridge is a 32.8 ft (10 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. | 41.957060 | -84.342340 | Raymond Road | Fitts Creek | Rural | Lenawee County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1890 | 0 | Unknown | 5 | 6 | 32.8 | 10 | 34.8 | 10.61 | 14 | 4.27 | https://historicbridges.org/truss/raymond/bkg_len33_small.jpg | https://historicbridges.org/truss/raymond/lenawee320.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/raymond/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.957060,-84.342340 | ||||||||||||||
| 2896 | Reading-Halls Station Bridge | This cast iron truss bridge is the oldest active metal truss bridge in the country! The technical description of the main or most noteworthy span of the bridge is a 59.1 ft (18.01 m) metal (cast iron) Howe pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Richard B. Osborne. Special note about bridge location: Signs located at the bridge describe the bridge and road as private property. | 41.235770 | -76.832480 | Private Drive | Railroad (Norfolk Southern) | Muncy Township | Lycoming County, Pennsylvania | Pennsylvania | United States | Signs located at the bridge describe the bridge and road as private property. | Metal (Cast Iron) | Howe | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 1846 | 1996 | Unknown | Richard B. Osborne | 10 | 10 | 59.1 | 18.01 | 59.1 | 18.01 | 0 | 0 | https://historicbridges.org/pennsylvania/readinghallsstation/little_dscf8595_small.jpg | https://historicbridges.org/pennsylvania/readinghallsstation/little_dscf8595.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/readinghallsstation/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.235770,-76.832480 | |||||||||||||
| 2897 | Reading Mines Bridge | One of several attractive little stone arch bridges in the county. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 40.090810 | -78.962160 | Reading Mine Road (TR-648) | Beaver Dam Creek | Rural | Somerset County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1914 | 0 | Unknown | 4 | 5 | 40 | 12.19 | 40 | 12.19 | 13.5 | 4.11 | https://historicbridges.org/pennsylvania/readingmine/bkg_swpenn1347_small.jpg | https://historicbridges.org/pennsylvania/readingmine/swpenn073222.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/readingmine/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.090810,-78.962160 | |||||||||||||||
| 2898 | Ready Road Bridge | One of several remaining curved t-beams on this section of freeway that are the oldest of their kind in the state. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 42.051960 | -83.269910 | Ready Road | I-75 | Rural | Monroe County, Michigan | Michigan | United States | Concrete | Curved | T-Beam | Fixed | 0 | Continuous | 4 | 0 | 0 | 1956 | 0 | Unknown | Michigan State Highway Department | 2 | 3 | 90 | 27.43 | 302.8 | 92.29 | 26 | 7.92 | https://historicbridges.org/michigan/75ready/little_p1110718_small.jpg | https://historicbridges.org/michigan/75ready/little_p1110718.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/75ready/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.051960,-83.269910 | ||||||||||||||
| 2900 | Red Bridge | A rare example of a wooden truss bridge that is not covered. The technical description of the main or most noteworthy span of the bridge is a wood Howe through truss, fixed. The bridge was primarily built by Unknown. | 50.680530 | -120.324840 | Mt. Paul Way | South Thompson River | Kamloops | Thompson-Nicola District, British Columbia | British Columbia | Canada | Wood | Howe | Through | Truss | Fixed | 10 | 1 | Wood | Howe | Deck | Truss | Fixed | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/britishcolumbia/redbridge/little_redbridgeandcnrailswingbridge002_small.jpg | https://historicbridges.org/britishcolumbia/redbridge/little_redbridgeandcnrailswingbridge002.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/redbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.680530,-120.324840 | ||||||||||
| 2901 | Red Bridge | This bridge has been bypassed and beautifully preserved, a rarity in Wisconsin. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Hennepin Bridge Company of Minneapolis, Minnesota. | 45.641130 | -88.446290 | Old 101 Road | Armstrong Creek | Rural | Forest County, Wisconsin | Wisconsin | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 4 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1908 | 2010 | Hennepin Bridge Company of Minneapolis, Minnesota | 6 | 7 | 50 | 15.24 | 0 | 0 | 16 | 4.88 | https://historicbridges.org/wisconsin/redbridgearmstrongcreek/little_redbridgearmstrongcreekwisconsin_2360_small.jpg | https://historicbridges.org/wisconsin/redbridgearmstrongcreek/little_redbridgearmstrongcreekwisconsin_2360.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/redbridgearmstrongcreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.641130,-88.446290 | |||||||||||
| 2904 | Red Mill Bridge | One of only a few surviving examples of its builder, this bridge has some unusual details. The technical description of the main or most noteworthy span of the bridge is a 88 ft (26.82 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Variety Iron Works of Cleveland, Ohio. | 40.515930 | -78.903180 | Red Mill Road (TR-459) | North Branch Black Lick Creek | Rural | Cambria County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1895 | 1988 | Variety Iron Works of Cleveland, Ohio | 8 | 8 | 88 | 26.82 | 90 | 27.43 | 14 | 4.27 | https://historicbridges.org/pennsylvania/redmill/bkg_swpenn0752_small.jpg | https://historicbridges.org/pennsylvania/redmill/swpenn071334.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/redmill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.515930,-78.903180 | ||||||||||||||
| 2906 | Redding Road Bridge | One of the individually unique and beautiful bridges crossing one of the most important historic highways in the country. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) concrete rigid-frame, fixed. The bridge was primarily built by Peter Mitchell Construction Company of Greenwich, Connecticut. | 41.185370 | -73.306930 | Redding Road | Merritt Parkway (CT-15) | Fairfield | Fairfield County, Connecticut | Connecticut | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1939 | 0 | Peter Mitchell Construction Company of Greenwich, Connecticut | 6 | 6 | 72 | 21.95 | 72 | 21.95 | 26.9 | 8.2 | https://historicbridges.org/connecticut/redding/little_img_2304_small.jpg | https://historicbridges.org/connecticut/redding/little_img_2304.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/redding/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.185370,-73.306930 | |||||||||||||||||
| 2907 | Redstone Bridge | Chicago and NorthWestern Bridge 432 | One of the oldest known railroad swing bridges in the country and one of the oldest rivet-connected trusses in the country. The technical description of the main or most noteworthy span of the bridge is a 206 ft (62.79 m) metal pin-connected Camelback through truss, movable: swing, Center Pier. The bridge was primarily built by Rust and Coolidge of Chicago, Illinois and Leighton Bridge and Iron Works of Rochester, New York. Special note about bridge location: Approach the bridge from 571st Lane from the north, off US-14. | 44.285510 | -94.414690 | Railroad (Dakota, Minnesota, and Eastern Railroad) | Minnesota River | Rural | Brown County, Minnesota and Nicollet County, Minnesota | Minnesota | United States | Approach the bridge from 571st Lane from the north, off US-14. | Metal | Camelback | Pin-Connected | Through | Truss | Movable: Swing | Center Pier | 13 | 1 | Metal | Lattice (Quadruple Warren) | Rivet-Connected | Through | Truss | Fixed | 11 | 0 | 1880 | 0 | Rust and Coolidge of Chicago, Illinois and Leighton Bridge and Iron Works of Rochester, New York | 10 | 10 | 206 | 62.79 | 880 | 268.22 | 0 | 0 | https://historicbridges.org/minnesota/redstone/little_redstone1822_small.jpg | https://historicbridges.org/minnesota/redstone/little_redstone1822.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/redstone/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.285510,-94.414690 | |||||
| 2909 | Reed Road Bridge | This is a short, but old girder bridge with excellent historic integrity. The technical description of the main or most noteworthy span of the bridge is a 31.8 ft (9.69 m) concrete through girder, fixed. The bridge was primarily built by Ross and Williams of Beaverton, Michigan. | 43.443170 | -85.462510 | Reed Road | Handy Creek | Rural | Montcalm County, Michigan | Michigan | United States | Concrete | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Ross and Williams of Beaverton, Michigan | 3 | 6 | 31.8 | 9.69 | 34.8 | 10.61 | 20 | 6.1 | https://historicbridges.org/michigan/reed/little_pict7225_small.jpg | https://historicbridges.org/michigan/reed/little_pict7225.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/reed/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.443170,-85.462510 | ||||||||||||||||
| 2910 | Regent Road Bridge | A good representative example of a bridge type that British Columbia is known for. The technical description of the main or most noteworthy span of the bridge is a wood Howe through truss, fixed. The bridge was primarily built by Unknown. | 49.868630 | -125.125480 | Regent Road | Oyster River | Rural | Comax-Strathcona District, British Columbia | British Columbia | Canada | Wood | Howe | Through | Truss | Fixed | 12 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/britishcolumbia/regentroad/little_oysterriverbridge-original-4930575001_small.jpg | https://historicbridges.org/britishcolumbia/regentroad/little_oysterriverbridge-original-4930575001.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/regentroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.868630,-125.125480 | |||||||||||||||
| 2911 | ! | Reid Road Bridge | One of several representative examples of small scale bridge construction in the late 1920s and early 1930s in the county. The technical description of the main or most noteworthy span of the bridge is a 32.8 ft (10 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.929167 | -83.722500 | Reid Road | Swartz Creek | Rural | Genesee County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1929 | 0 | Unknown | 2 | 2 | 32.8 | 10 | 34.8 | 10.61 | 30 | 9.14 | https://historicbridges.org/michigan/reid/little_dscf8240_small.jpg | https://historicbridges.org/michigan/reid/little_dscf8240.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/reid/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.929167,-83.722500 | ||||||||||||||||
| 2912 | Reigle Road Bridge | This pin-connected truss bridge is still capable of serving the local traffic needs of the area. The technical description of the main or most noteworthy span of the bridge is a 56 ft (17.07 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. | 41.182580 | -83.863610 | Reigle Road | Yellow Creek | Rural | Wood County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 1941 | Unknown | 6 | 6 | 56 | 17.07 | 60 | 18.29 | 16 | 4.88 | https://historicbridges.org/ohio/reigle/bkg_07march629_small.jpg | https://historicbridges.org/ohio/reigle/07march1728.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/reigle/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.182580,-83.863610 | ||||||||||||||
| 2913 | Remington Road Bridge | Bridge Number 1907 | This bridge is an attractive truss bridge flanked by concrete t-beam spans that was saved from demolition after many years of effort by local residents. The technical description of the main or most noteworthy span of the bridge is a 92 ft (28.04 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Roanoke Iron and Bridge Works of Roanoke, Virginia. The bridge was primarily designed by Virginia State Highway Commission. | 38.530250 | -77.813530 | Remington Road | Rappahannock River | Remington | Culpeper County, Virginia and Fauquier County, Virginia | Virginia | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 2 | Concrete | T-Beam | Fixed | 0 | 2 | 1930 | 2020 | Roanoke Iron and Bridge Works of Roanoke, Virginia | Virginia State Highway Commission | 6 | 7 | 92 | 28.04 | 269 | 81.99 | 23 | 7.01 | https://historicbridges.org/virginia/remington/little_100_0569_small.jpg | https://historicbridges.org/virginia/remington/little_100_0569.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/remington/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.530250,-77.813530 | |||||||||
| 2914 | Renwick Road Bridge | Spring Banks Road Bridge | An unusual sight amidst Will County's other historic truss bridges is this late 1800s through truss! The technical description of the main or most noteworthy span of the bridge is a 151 ft (46.02 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 41.592400 | -88.224420 | Renwick Road | Du Page River | Plainfield | Will County, Illinois | Illinois | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 0 | 0 | Wrought Iron Bridge Company of Canton, Ohio | 7 | 8 | 151 | 46.02 | 155.8 | 47.49 | 12 | 3.66 | https://historicbridges.org/illinois/renwick/little_pict0635_small.jpg | https://historicbridges.org/illinois/renwick/little_pict0635.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/renwick/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.592400,-88.224420 | |||||||||||||
| 2915 | Republic Railroad Overpass | An attractive stone arch overpass in good condition. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 41.116840 | -80.015510 | Railroad (CSX) | OH-19 | Republic | Seneca County, Ohio | Ohio | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/republic/little_rebpublicoh2_small.jpg | https://historicbridges.org/ohio/republic/little_rebpublicoh2.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/republic/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.116840,-80.015510 | |||||||||||||||
| 2918 | Resevoir Road Bridge | This small arch bridge with brick ring and stone wall has been altered. The technical description of the main or most noteworthy span of the bridge is a 19 ft (5.79 m) stone and brick Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 39.972880 | -75.548750 | Resevoir Road | East Branch Chester Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Stone and Brick | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 3 | 19 | 5.79 | 21 | 6.4 | 15.4 | 4.69 | https://historicbridges.org/pennsylvania/bridge153reservoirrd/little_bridge153015_small.jpg | https://historicbridges.org/pennsylvania/bridge153reservoirrd/little_bridge153015.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge153reservoirrd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.972880,-75.548750 | |||||||||||||||
| 2919 | Revelstoke Bridge | This attractive bridge has an unusual suspension configuration. The technical description of the main or most noteworthy span of the bridge is a 600 ft (182.88 m) metal deck truss stiffening wire cable suspension, fixed. The bridge was primarily built by Western Bridge and Steel Fabricators Limited of Vancouver, British Columbia. | 51.006235 | -118.220272 | TC-1 (BC-23) | Columbia River | Revelstoke | Columbia-Shuswap District, British Columbia | British Columbia | Canada | Metal | Deck Truss Stiffening | Wire Cable | Suspension | Fixed | 0 | 2 | Metal | Deck | Girder | Fixed | 0 | 0 | 1961 | 0 | Western Bridge and Steel Fabricators Limited of Vancouver, British Columbia | 6 | 7 | 600 | 182.88 | 990 | 301.75 | 0 | 0 | https://historicbridges.org/britishcolumbia/revelstoke/little_4956277944_53fdd16d05revelstokesuspensionbridge_o_small.jpg | https://historicbridges.org/britishcolumbia/revelstoke/little_4956277944_53fdd16d05revelstokesuspensionbridge_o.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/revelstoke/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.006235,-118.220272 | |||||||||||
| 2920 | Reynales Basin Bridge | Slayton Settlement Road Bridge, Bridge E-220 | A traditional example of an Erie Canal fixed through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 148 ft (45.11 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Unknown. | 43.206660 | -78.545830 | Slayton Settlement Road | Erie Canal (New York State Barge Canal) | Reynales Basin | Niagara County, New York | New York | United States | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Concrete | Slab | Fixed | 0 | 2 | 1911 | 1993 | Unknown | 7 | 5 | 148 | 45.11 | 192 | 58.52 | 14 | 4.27 | https://historicbridges.org/newyork/slaytonsettlement/little_liftbr104_small.jpg | https://historicbridges.org/newyork/slaytonsettlement/little_liftbr104.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/slaytonsettlement/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.206660,-78.545830 | ||||||||||
| 2921 | Rhodes Mill Bridge | Shorb Mill Road Bridge | An attractive little truss bridge with handsome stone abutments. The technical description of the main or most noteworthy span of the bridge is a 82 ft (24.99 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Nelson and Buchanan of Chambersburg, Pennsylvania. | 39.734200 | -77.296270 | Shorb Mill Road | Middle Creek | Rural | Adams County, Pennsylvania | Pennsylvania | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 16 | 1 | 0 | 0 | 1905 | 0 | Nelson and Buchanan of Chambersburg, Pennsylvania | 6 | 6 | 82 | 24.99 | 84 | 25.6 | 12.8 | 3.9 | https://historicbridges.org/pennsylvania/shorbmill/little_pict4063_small.jpg | https://historicbridges.org/pennsylvania/shorbmill/little_img_1396.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/shorbmill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.734200,-77.296270 | |||||||||||||
| 2922 | Rialto Road Bridge | A small pony truss has built-up floorbeams that are at risk for deterioration due to water contact. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. | 41.639540 | -83.263240 | Rialto Road | Ward Canal (Number 1458) | Near Bono | Lucas County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/rialto/little_p1140476_small.jpg | https://historicbridges.org/ohio/rialto/little_p1140476.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/rialto/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.639540,-83.263240 | ||||||||||||||
| 2923 | Rice Cemetery Road Bridge | This bridge and road looks abandoned but provides access to a small rural cemetery. The technical description of the main or most noteworthy span of the bridge is a 41 ft (12.5 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. | 40.626530 | -82.952310 | Rice Cemetery Road | Tributary Flat Run | Rural | Morrow County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1894 | 1976 | Unknown | 6 | 6 | 41 | 12.5 | 43 | 13.11 | 12 | 3.66 | https://historicbridges.org/ohio/ricecemetery5933188/little_ricecemetery5933188_1878_small.jpg | https://historicbridges.org/ohio/ricecemetery5933188/little_ricecemetery5933188_1878.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/ricecemetery5933188/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.626530,-82.952310 | ||||||||||||||
| 2924 | Richfield County Park Bridge | This stringer bridge features unusual concrete railings, and does not appear to be built to a standard Michigan bridge plan. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 43.104180 | -83.536180 | Richland County Park Drive | Flint River | Rural | Genesee County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 0 | 0 | 0 | 0 | Unknown | 1 | 2 | 40 | 12.19 | 120 | 36.58 | 0 | 0 | https://historicbridges.org/michigan/geneseepark/little_apr22_richfield_add_20220402_162502_small.jpg | https://historicbridges.org/michigan/geneseepark/little_apr22_richfield_add_20220402_162502.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/geneseepark/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.104180,-83.536180 | |||||||||||||||||
| 2925 | Richland Avenue Bridge | This is one of two nearby similar overpasses that are impressive t-beam structures with an unusual alteration. The technical description of the main or most noteworthy span of the bridge is a 121 ft (36.88 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. | 37.736300 | -122.426660 | Richland Avenue | San Jose Avenue and Railroad | San Francisco | San Francisco County, California | California | United States | Concrete | T-Beam | Fixed | 0 | 3 | 0 | 0 | 1927 | 1969 | Unknown | 2 | 4 | 121 | 36.88 | 235 | 71.63 | 28 | 8.53 | https://historicbridges.org/california/richland/little_day4_richlandavenue05558_small.jpg | https://historicbridges.org/california/richland/little_day4_richlandavenue05558.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/richland/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.736300,-122.426660 | |||||||||||||||||
| 2926 | ! | Richman Road Bridge | A small Pratt pony truss in extremely bad condition sits closed and forgotten. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. | 42.906890 | -82.599680 | Richman Road | Smiths Creek | Rural | St. Clair County, Michigan | Michigan | United States | Metal | Pratt | Rivet-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/truss/richman/little_pict4386_small.jpg | https://historicbridges.org/truss/richman/little_pict4386.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/richman/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.906890,-82.599680 | |||||||||||||
| 2928 | Richmond - San Rafael Bridge | John F. McCarthy Memorial Bridge | This extremely long bridge is noted for its curved path, double-deck configuration, and pair of cantilever spans. The technical description of the main or most noteworthy span of the bridge is a 1087 ft (331.32 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by Judson Pacific Murphy-Kiewit. The bridge was primarily designed by Norman C. Raab. | 37.934400 | -122.435550 | I-580 | San Francisco Bay | Richmond and San Rafael | Contra Costa County, California and Marin County, California | California | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 0 | Cantilever | 6 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 8 | 137 | 1956 | 0 | Judson Pacific Murphy-Kiewit | Norman C. Raab | 8 | 8 | 1087 | 331.32 | 21346 | 6506.26 | 72.2 | 22.01 | https://historicbridges.org/california/sanrafael/little_day4_sanrafaelbridge05580_small.jpg | https://historicbridges.org/california/sanrafael/little_day4_sanrafaelbridge05580.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/sanrafael/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.934400,-122.435550 | |||||
| 2929 | Richmond Street Bridge | This attractive bridge continues to serve traffic as part of a one-way couplet of bridges. The technical description of the main or most noteworthy span of the bridge is a 192 ft (58.52 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 43.014620 | -81.268250 | Westbound Richmond Street | North Branch Thames River | London | Middlesex County, Ontario | Ontario | Canada | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1922 | 0 | Unknown | 6 | 6 | 192 | 58.52 | 200 | 60.96 | 0 | 0 | https://historicbridges.org/ontario/richmond/little_p1550342_small.jpg | https://historicbridges.org/ontario/richmond/little_p1550342.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/richmond/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.014620,-81.268250 | ||||||||||||||
| 2930 | Richmond Street Railroad Overpass | An example of railroad steel stringer construction sits on attractive stone abutments. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 41.682930 | -85.961490 | Railroad (Norfolk Southern) | Richmond Street | Elkhart | Elkhart County, Indiana | Indiana | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 1 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/beam/richmondrr/05fall029_small.jpg | https://historicbridges.org/beam/richmondrr/05fall029.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=beam/richmondrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.682930,-85.961490 | |||||||||||||||||
| 2934 | Ridgeland Avenue Bridge | One of several truss bridges on the Cal Sag Channel that document the very final years of the riveted truss era. The technical description of the main or most noteworthy span of the bridge is a 302 ft (92.05 m) metal bolt-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Alfred Benesch and Associates of Chicago, Illinois. | 41.674130 | -87.778190 | Ridgeland Avenue | Calumet Sag Channel | Worth | Cook County, Illinois | Illinois | United States | Metal | Polygonal Warren | Bolt-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 1970 | 0 | Unknown | Alfred Benesch and Associates of Chicago, Illinois | 4 | 3 | 302 | 92.05 | 433 | 131.98 | 43 | 13.11 | https://historicbridges.org/illinois/ridgeland/little_p1280267_small.jpg | https://historicbridges.org/illinois/ridgeland/little_p1280267.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/ridgeland/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.674130,-87.778190 | ||||||||||
| 2937 | Riley Road Bridge | This historic truss bridge is deep within private industrial property and only visible to the public when they take an Amtrak train. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 41.663840 | -87.458080 | Riley Road | Railroad (Norfolk Southern, Amtrak) | East Chicago | Lake County, Indiana | Indiana | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/indiana/riley/little_main_small.jpg | https://historicbridges.org/indiana/riley/little_main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/riley/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.663840,-87.458080 | ||||||||
| 2938 | Ringwood Road Bridge | This is an attractive, traditional example of a concrete arch bridge and is noted for a lack of alteration. The technical description of the main or most noteworthy span of the bridge is a 42 ft (12.8 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 42.234070 | -87.826590 | Ringwood Road | Ravine | Lake Forest | Lake County, Illinois | Illinois | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1913 | 1995 | Unknown | 6 | 6 | 42 | 12.8 | 80 | 24.38 | 19 | 5.79 | https://historicbridges.org/illinois/ringwoodroad/little_ringwoodroad2120_small.jpg | https://historicbridges.org/illinois/ringwoodroad/little_ringwoodroad2120.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/ringwoodroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.234070,-87.826590 | |||||||||||||||
| 2939 | Rip Van Winkle Bridge | Nearly a mile long, this is a monumental cantilever bridge that displays both through and deck truss cantilever spans. The technical description of the main or most noteworthy span of the bridge is a 400 ft (121.92 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by Frederick Snare Construction Corporation of New York, New York and Harris Structural Steel Company of New York, New York. The bridge was primarily designed by Glenn B. Woodruff. | 42.223190 | -73.849650 | NY-23 | Hudson River and Railroad (CSX) | Catskill | Columbia County, New York and Greene County, New York | New York | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 0 | Cantilever | 3 | Metal | Rivet-Connected | Deck | Truss | Fixed | 0 | Cantilever | 12 | 1935 | 1993 | Frederick Snare Construction Corporation of New York, New York and Harris Structural Steel Company of New York, New York | Glenn B. Woodruff | 8 | 8 | 400 | 121.92 | 5040 | 1536.19 | 33.8 | 10.3 | https://historicbridges.org/newyork/ripvanwinkle/little_p1080202_small.jpg | https://historicbridges.org/newyork/ripvanwinkle/little_p1080202.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ripvanwinkle/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.223190,-73.849650 | ||||||
| 2940 | Rising Sun Lane Bridge | A rare in-state example of its kind, this historic bridge was rehabilitated and preserved. The technical description of the main or most noteworthy span of the bridge is a 123 ft (37.49 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Standard Engineering and Contracting Company. The bridge was primarily designed by Harrington, Howard, and Ash of Kansas City, Missouri. | 39.769310 | -75.576680 | Rising Sun Lane | Brandywine Creek | Henry Clay | New Castle County, Delaware | Delaware | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1928 | 1979 | Standard Engineering and Contracting Company | Harrington, Howard, and Ash of Kansas City, Missouri | 5 | 8 | 123 | 37.49 | 129 | 39.32 | 20 | 6.1 | https://historicbridges.org/delaware/risingsun/little_dscf1968_small.jpg | https://historicbridges.org/delaware/risingsun/little_dscf1968.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=delaware/risingsun/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.769310,-75.576680 | |||||||||||||
| 2942 | River Canard Bridge | Townline Road Bridge | A large span, beautifully restored example of an uncommon version of rainbow arch in Ontario. The technical description of the main or most noteworthy span of the bridge is a 115 ft (35.05 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Newman and Armstrong Engineers. The bridge was primarily designed by Newman and Armstrong. | 42.186680 | -83.070550 | Townline Road (CR-8) | Canard River | River Canard (Amherstburg) | Essex County, Ontario | Ontario | Canada | Concrete | Rainbow | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1937 | 2001 | Newman and Armstrong Engineers | Newman and Armstrong | 7 | 8 | 115 | 35.05 | 119 | 36.27 | 24 | 7.32 | https://historicbridges.org/ontario/townline/little_dscf3464_small.jpg | https://historicbridges.org/ontario/townline/little_dscf3464.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/townline/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.186680,-83.070550 | |||||||||||||
| 2944 | River Street Bridge | Richard Welden Bridge | This bridge was engineered by James Marsh, an important Iowa bridge engineer. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Welden Brothers Construction Company of Iowa Falls, Iowa. The bridge was primarily designed by Marsh Engineering Company of Des Moines, Iowa. | 42.517730 | -93.268220 | River Street | Iowa River | Iowa Falls | Hardin County, Iowa | Iowa | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1922 | 1984 | Welden Brothers Construction Company of Iowa Falls, Iowa | Marsh Engineering Company of Des Moines, Iowa | 6 | 5 | 140 | 42.67 | 150 | 45.72 | 20 | 6.1 | https://historicbridges.org/iowa/river/little_dscf6043_small.jpg | https://historicbridges.org/iowa/river/little_dscf6043.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/river/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.517730,-93.268220 | |||||||||||||
| 2946 | River Street Railroad Overpass | One of a number of railroad overpasses in Aurora, this bridge stands out with a skewed, t-beam superstructure. The technical description of the main or most noteworthy span of the bridge is a concrete Open Spandrel t-beam, fixed. The bridge was primarily built by Unknown. | 41.748600 | -88.328080 | Railroad (BNSF) | River Street | Aurora | Kane County, Illinois | Illinois | United States | Concrete | Open Spandrel | T-Beam | Fixed | 0 | 4 | 0 | 0 | 0 | 0 | Unknown | 2 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/riverstreetrroverpass/little_p1450722_small.jpg | https://historicbridges.org/illinois/riverstreetrroverpass/little_p1450722.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/riverstreetrroverpass/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.748600,-88.328080 | ||||||||||||||||
| 2947 | Riverside Avenue Bridge | As a cast iron bridge, this ornate truss is one of the rarest types of bridges in the country. The technical description of the main or most noteworthy span of the bridge is a 164 ft (49.99 m) metal (cast iron) pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Keystone Bridge Company of Pittsburgh, Pennsylvania. | 41.031610 | -73.588160 | Riverside Avenue | Railroad (Metro-North) | Riverside | Fairfield County, Connecticut | Connecticut | United States | Metal (Cast Iron) | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 15 | 1 | 0 | 0 | 1871 | 1989 | Keystone Bridge Company of Pittsburgh, Pennsylvania | 9 | 10 | 164 | 49.99 | 171 | 52.12 | 20.7 | 6.31 | https://historicbridges.org/connecticut/riverside/little_pict7796_small.jpg | https://historicbridges.org/connecticut/riverside/little_pict7796.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/riverside/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.031610,-73.588160 | ||||||||||||||
| 2949 | Riverside Drive Bridge | Memorial Bridge | A large concrete arch bridge that was rehabilitated. The technical description of the main or most noteworthy span of the bridge is a 93.8 ft (28.59 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 42.093230 | -75.916920 | Riverside Drive | Chenango River | Binghamton | Broome County, New York | New York | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 5 | 0 | 0 | 1923 | 1972 | Unknown | 3 | 3 | 93.8 | 28.59 | 469.8 | 143.2 | 44 | 13.41 | https://historicbridges.org/newyork/riversidedrive/bkg_newyork468_small.jpg | https://historicbridges.org/newyork/riversidedrive/newyork1341.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/riversidedrive/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.093230,-75.916920 | ||||||||||||||
| 2950 | Riverside Drive Bridge | This is a very large through plate girder span that appears to be well maintained and with good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 93.5 ft (28.5 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 42.317390 | -83.049750 | Riverside Drive | Railroad (Abandoned) | Windsor | Essex County, Ontario | Ontario | Canada | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1928 | 0 | Unknown | 3 | 7 | 93.5 | 28.5 | 100 | 30.48 | 32.2 | 9.81 | https://historicbridges.org/ontario/riverside/little_img_1510_small.jpg | https://historicbridges.org/ontario/riverside/little_img_1510.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/riverside/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.317390,-83.049750 | ||||||||||||||||
| 2951 | Riverside Drive Bridge | This tiny bridge is noted for its unusual concrete railing. The technical description of the main or most noteworthy span of the bridge is a metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 46.457940 | -84.286120 | Riverside Drive | Frechette Creek | Rural | Chippewa County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 1 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/riverside/little_2011august009_small.jpg | https://historicbridges.org/michigan/riverside/little_2011august009.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/riverside/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.457940,-84.286120 | |||||||||||||||||
| 2952 | Riverside Park Drive Bridge | This bridge may have been what inspired the development of a popular railing design in Michigan. The technical description of the main or most noteworthy span of the bridge is a 32.2 ft (9.81 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. | 43.013056 | -85.670833 | Riverside Park Drive | Grand River Lagoon | Grand Rapids | Kent County, Michigan | Michigan | United States | Concrete | T-Beam | Fixed | 0 | 1 | 0 | 0 | 1930 | 0 | Unknown | 2 | 4 | 32.2 | 9.81 | 32.2 | 9.81 | 20 | 6.1 | https://historicbridges.org/michigan/riversidepark/little_p1340485_small.jpg | https://historicbridges.org/michigan/riversidepark/little_p1340485.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/riversidepark/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.013056,-85.670833 | |||||||||||||||||
| 2953 | River Road Bridge | Opie Road Bridge | This truss bridge was widened, yet still functions as a truss structure. The technical description of the main or most noteworthy span of the bridge is a 89 ft (27.13 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Dover Boiler Works of Dover, New Jersey. | 40.525970 | -74.705720 | River Road (Opie Road) | South Branch Raritan River | Rural | Somerset County, New Jersey | New Jersey | United States | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 6 | 2 | 0 | 0 | 1921 | 2006 | Dover Boiler Works of Dover, New Jersey | 5 | 5 | 89 | 27.13 | 180 | 54.86 | 28 | 8.53 | https://historicbridges.org/newjersey/riverroad/little_pict5952_small.jpg | https://historicbridges.org/newjersey/riverroad/little_pict5932.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/riverroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.525970,-74.705720 | |||||||||||||
| 2955 | River Road Bridge | A beautiful Pratt through truss sits abandoned on old River Road alignment. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 43.200410 | -81.814520 | River Road | Ausable River Cut | Rural | Middlesex County, Ontario | Ontario | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 100 | 30.48 | 100 | 30.48 | 0 | 0 | https://historicbridges.org/truss/river/little_pict6070_small.jpg | https://historicbridges.org/truss/river/little_pict6070.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/river/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.200410,-81.814520 | ||||||||||||||
| 2956 | River Road Bridge | Very few examples of this rare bridge type remain in this region of Michigan. The technical description of the main or most noteworthy span of the bridge is a 46 ft (14.02 m) concrete 50 Foot Plan curved chord through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 45.388889 | -84.059167 | River Road | Ocqueoc River | Rural | Presque Isle County, Michigan | Michigan | United States | Concrete | 50 Foot Plan | Curved Chord Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | Michigan State Highway Department | 7 | 7 | 46 | 14.02 | 51 | 15.54 | 20 | 6.1 | https://historicbridges.org/michigan/riverrd/little_p1310828_29_30_tonemapped_small.jpg | https://historicbridges.org/michigan/riverrd/little_p1310828_29_30_tonemapped.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/riverrd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.388889,-84.059167 | ||||||||||||||
| 2957 | River Road Bridge | A small, but attractive arch bridge also has arched railings. The technical description of the main or most noteworthy span of the bridge is a 33 ft (10.06 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by C. E. Almond. | 40.468810 | -78.998730 | River Road (PA-2012) | Mardis Run | Near Dilltown | Indiana County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1919 | 0 | C. E. Almond | 5 | 5 | 33 | 10.06 | 36 | 10.97 | 19.7 | 6 | https://historicbridges.org/pennsylvania/dilltown2/bkg_swpenn0762_small.jpg | https://historicbridges.org/pennsylvania/dilltown2/swpenn071365.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/dilltown2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.468810,-78.998730 | |||||||||||||||
| 2958 | River Road Bridge | A traditional, attractive example of its type, with an arch added as a structural retrofit. The technical description of the main or most noteworthy span of the bridge is a 115.2 ft (35.11 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 40.625080 | -75.185510 | River Road | Pohatcong Creek | Rural | Warren County, New Jersey | New Jersey | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 2 | 0 | 0 | 1901 | 1995 | Unknown | 6 | 7 | 115.2 | 35.11 | 120 | 36.58 | 15.7 | 4.79 | https://historicbridges.org/newjersey/riverrd/little_pict4813_small.jpg | https://historicbridges.org/newjersey/riverrd/little_redoriverroad1382.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/riverrd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.625080,-75.185510 | ||||||||||||||
| 2959 | ! | River Road Bridge | This is an excellent example of a Luten arch bridge constructed by a regional builder of Luten patent arch bridges. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Luten Bridge Company of York, Pennsylvania. | 39.669210 | -78.088650 | River Road (CR-1) | Sleepy Creek | Rural | Morgan County, West Virginia | West Virginia | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1923 | 0 | Luten Bridge Company of York, Pennsylvania | 6 | 7 | 50 | 15.24 | 103 | 31.39 | 13.5 | 4.11 | https://historicbridges.org/wvirginia/riverroad/little_img_4438_small.jpg | https://historicbridges.org/wvirginia/riverroad/little_img_4438.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/riverroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.669210,-78.088650 | ||||||||||||||
| 2960 | River Rouge Norfolk Southern Railroad Bridge | River Rouge Wabash Railroad Bridge | The first Abt bascule bridge ever built, this bridge is also one of the few surviving examples of this unusual bascule type. The technical description of the main or most noteworthy span of the bridge is a 162 ft (49.38 m) metal rivet-connected Warren through truss, movable: single leaf bascule, Abt. The bridge was primarily built by American Bridge Company of New York, New York. | 42.287400 | -83.139920 | Railroad (Norfolk Southern) | River Rouge | Detroit | Wayne County, Michigan | Michigan | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Single Leaf Bascule | Abt | 6 | 1 | 0 | 2 | 1921 | 0 | American Bridge Company of New York, New York | 10 | 10 | 162 | 49.38 | 291 | 88.7 | 30 | 9.14 | https://historicbridges.org/michigan/rougens/basculebridge_4_small.jpg | https://historicbridges.org/michigan/rougens/smichigan207.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/rougens/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.287400,-83.139920 | ||||||||||||
| 2961 | River Terminal Railroad Bridge | An interesting bascule bridge located in an area of heavy industry. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Unknown. | 41.470730 | -81.668830 | Railroad (River Terminal Railroad) | Cuyahoga River | Cleveland | Cuyahoga County, Ohio | Ohio | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Single Leaf Bascule | Rolling Lift | 0 | 1 | 0 | 2 | 1951 | 0 | Unknown | 5 | 5 | 0 | 0 | 129.8 | 39.56 | 0 | 0 | https://historicbridges.org/ohio/riverterminal/cleveland0301_small.jpg | https://historicbridges.org/ohio/riverterminal/cleveland0301.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/riverterminal/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.470730,-81.668830 | |||||||||||||
| 2962 | Roanoke Station Bridge | Huntington County Bridge 113 | This classic, traditional 1910s bridge's unique identity should not be underestimated. The technical description of the main or most noteworthy span of the bridge is a 137.8 ft (42 m) metal rivet-connected Camelback through truss, fixed. The bridge was primarily built by Unknown. | 40.956330 | -85.368540 | Station Road | Little Wabash River | Roanoke Station | Huntington County, Indiana | Indiana | United States | Metal | Camelback | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1915 | 1988 | Unknown | 6 | 6 | 137.8 | 42 | 139.8 | 42.61 | 16.7 | 5.09 | https://historicbridges.org/truss/station/little_addstationroad_1024_small.jpg | https://historicbridges.org/truss/station/little_addstationroad_1024.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/station/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.956330,-85.368540 | |||||||||||||
| 2963 | Robbins Ford Bridge | Decatur County Bridge 115 | This bridge was replaced by a new bridge on nearby alignment, but was left standing and restored for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 118 ft (35.97 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by J. W. Mathews and Company. The bridge was primarily designed by J. A. Staag and Bruce Craig. | 39.262690 | -85.542130 | CR-500 South (Old Alignement) | Sand Creek | Rural | Decatur County, Indiana | Indiana | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1908 | 2009 | J. W. Mathews and Company | J. A. Staag and Bruce Craig | 6 | 7 | 118 | 35.97 | 122 | 37.19 | 16 | 4.88 | https://historicbridges.org/indiana/robbinsfordbridge/little_robbinsfordbridge3594_small.jpg | https://historicbridges.org/indiana/robbinsfordbridge/little_robbinsfordbridge3594.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/robbinsfordbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.262690,-85.542130 | ||||||||||||
| 2964 | Robert McAfee Bridge | An impressive and rare example of a single-hinge steel deck arch bridge. The technical description of the main or most noteworthy span of the bridge is a 375 ft (114.3 m) metal one-hinged Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily built by Fort Pitt Bridge Works of Pittsburgh, Pennsylvania. The bridge was primarily designed by Pittsburgh Department of Public Works. | 40.471760 | -80.037010 | California Avenue | Woods Run, McClure Avenue, and Eckert Street | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Solid Ribbed Spandrel Braced | One-Hinged | Deck | Arch | Fixed | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 7 | 1928 | 1981 | Fort Pitt Bridge Works of Pittsburgh, Pennsylvania | Pittsburgh Department of Public Works | 8 | 8 | 375 | 114.3 | 642 | 195.68 | 38 | 11.58 | https://historicbridges.org/pennsylvania/california/swpenn072132_small.jpg | https://historicbridges.org/pennsylvania/california/swpenn070246.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/california/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.471760,-80.037010 | ||||||||||
| 2965 | Robert Redden Footbridge | Rome Swing Bridge | This historic railroad swing bridge was converted for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, movable: swing, Center Pier. The bridge was primarily built by American Bridge Company of New York, New York. | 34.254020 | -85.176500 | Railroad (Rail-Trail) (Former Central of Georgia Railway) | Oostanaula River | Rome | Floyd County, Georgia | Georgia | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Swing | Center Pier | 0 | 1 | 0 | 0 | 1905 | 0 | American Bridge Company of New York, New York | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/georgia/romeswing/little_dsc_6716_small.jpg | https://historicbridges.org/georgia/romeswing/little_dsc_6716.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=georgia/romeswing/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.254020,-85.176500 | ||||||||||||
| 2966 | Robert Street Bridge | This signature bridge of St. Paul is a large concrete arch bridge with a massive rainbow arch main span with solid steel reinforcement. The technical description of the main or most noteworthy span of the bridge is a 264 ft (80.47 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Fegles Construction Company of Minneapolis, Minnesota. The bridge was primarily designed by Toltz, King and Day of St. Paul, Minnesota and John F. Greene. | 44.944030 | -93.087580 | Robert Street (MN-3) | Mississippi River and Railroad | St. Paul | Ramsey County, Minnesota | Minnesota | United States | Concrete | Rainbow | Through | Arch | Fixed | 0 | 1 | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 16 | 1926 | 0 | Fegles Construction Company of Minneapolis, Minnesota | Toltz, King and Day of St. Paul, Minnesota and John F. Greene | 8 | 9 | 264 | 80.47 | 1429 | 435.56 | 56 | 17.07 | https://historicbridges.org/minnesota/robertstreet/little_robertstreet1530_small.jpg | https://historicbridges.org/minnesota/robertstreet/little_robertstreet1530.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/robertstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.944030,-93.087580 | |||||||||
| 2967 | Robinson Avenue Bridge | This bizarre bridge is one span on one side, and two-spans on the other, plus it is skewed. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 42.200670 | -85.796920 | Railroad (Amtrak, Norfolk Southern) | Robinson Avenue (60th Avenue) | Rural | Van Buren County, Michigan | Michigan | United States | Metal | Through | Girder | Fixed | 0 | 2 | 0 | 0 | 1930 | 2000 | Unknown | 2 | 6 | 40 | 12.19 | 79.7 | 24.29 | 0 | 0 | https://historicbridges.org/michigan/robinson/bkg_07march602_small.jpg | https://historicbridges.org/michigan/robinson/07march1653.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/robinson/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.200670,-85.796920 | ||||||||||||||||
| 2970 | Rochester Michigan Central Railroad Bridge | This bridge is among the oldest concrete arch bridges in Michigan. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 42.680920 | -83.129520 | Railroad (Rail-Trail) | Paint Creek | Rochester | Oakland County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1905 | 0 | Unknown | 4 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/rochester/little_dscf8113_small.jpg | https://historicbridges.org/michigan/rochester/little_dscf8113.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/rochester/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.680920,-83.129520 | |||||||||||||||
| 2971 | Rock Creek Cemetery Bridge | Union Cemetery Bridge | An unusual abandoned truss bridge is in the perfect location for a restoration. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Riverside Bridge Company of Martins Ferry, Ohio. | 41.660480 | -80.865530 | Stiles Avenue (Abandoned) | Rock Creek | Rock Creek | Ashtabula County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1906 | 1913 | Riverside Bridge Company of Martins Ferry, Ohio | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/rockcreek/little_pict6169_small.jpg | https://historicbridges.org/ohio/rockcreek/little_pict6169.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/rockcreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.660480,-80.865530 | |||||||||||||
| 2972 | Rockafellows Mill Bridge | One of the last bridges to be constructed by the prolific Wrought Iron Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 138 ft (42.06 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 40.520680 | -74.820480 | Rockafellow Mill Road | South Branch Raritan River (Red Rock Lake) | Rockafellows Mill | Hunterdon County, New Jersey | New Jersey | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1900 | 2010 | Wrought Iron Bridge Company of Canton, Ohio | 7 | 6 | 138 | 42.06 | 140 | 42.67 | 15.4 | 4.69 | https://historicbridges.org/newjersey/rockefellowsmills/little_pict5669_small.jpg | https://historicbridges.org/newjersey/rockefellowsmills/little_pict5669.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/rockefellowsmills/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.520680,-74.820480 | ||||||||||||||
| 2974 | Rockford Railroad Bridge | An unusual and beautiful skewed pin connected truss bridge with decorative portal design. The technical description of the main or most noteworthy span of the bridge is a 134 ft (40.84 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Detroit Bridge and Iron Works of Detroit, Michigan. | 43.117250 | -85.561730 | Railroad (White Pine Rail-Trail) | Rogue River | Rockford | Kent County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1898 | 0 | Detroit Bridge and Iron Works of Detroit, Michigan | 6 | 7 | 134 | 40.84 | 134 | 40.84 | 0 | 0 | https://historicbridges.org/truss/rockford/little_pict5227_small.jpg | https://historicbridges.org/truss/rockford/little_pict5227.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/rockford/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.117250,-85.561730 | ||||||||||||||
| 2979 | Rockville Bridge | This bridge was when built and remains today the longest stone arch bridge in the entire world! The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) stone Segmental deck arch, fixed. The bridge was primarily built by Drake and Stratton of Philadelphia, Pennsylvania and H. S. Kerbaugh of Philadelphia, Pennsylvania. The bridge was primarily designed by William H. Brown. | 40.333200 | -76.911120 | Norfolk Southern | Susquehanna River | Marysville and Rockville | Perry County, Pennsylvania and Dauphin County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 48 | 0 | 0 | 1902 | 1939 | Drake and Stratton of Philadelphia, Pennsylvania and H. S. Kerbaugh of Philadelphia, Pennsylvania | William H. Brown | 10 | 10 | 70 | 21.34 | 3791 | 1155.5 | 52 | 15.85 | https://historicbridges.org/pennsylvania/rockville/little_img_5534_small.jpg | https://historicbridges.org/pennsylvania/rockville/little_img_5534.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rockville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.333200,-76.911120 | ||||||||||||||
| 2980 | Rockwood Avenue Bridge | This 1930s through truss offers a lot more heritage and beauty than any modern bridge. The technical description of the main or most noteworthy span of the bridge is a 162 ft (49.38 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Lackawanna Bridge Company of Buffalo, New York. | 38.428240 | -82.450250 | Rockwood Avenue (OH-7) | Symmes Creek | Chesapeake | Lawrence County, Ohio | Ohio | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 9 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 1933 | 1990 | Lackawanna Bridge Company of Buffalo, New York | 5 | 5 | 162 | 49.38 | 348 | 106.07 | 34 | 10.36 | https://historicbridges.org/ohio/rockwoodave/bkg_07march260_small.jpg | https://historicbridges.org/ohio/rockwoodave/07march0612.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/rockwoodave/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.428240,-82.450250 | |||||||||||
| 2983 | Rodgers Bridge | This bridge has some details that appear to link it to a noteworthy bridge company. The technical description of the main or most noteworthy span of the bridge is a 51 ft (15.54 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Columbia Bridge Works of Dayton, Ohio. | 40.122930 | -80.473930 | Hicks Road (TR-487) | Buffalo Creek | Rural | Washington County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1890 | 0 | Columbia Bridge Works of Dayton, Ohio | 7 | 7 | 51 | 15.54 | 51 | 15.54 | 13 | 3.96 | https://historicbridges.org/pennsylvania/hicks/little_dscf6168_small.jpg | https://historicbridges.org/pennsylvania/hicks/little_dscf6168.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/hicks/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.122930,-80.473930 | ||||||||||||||
| 2984 | Rogers Creek Road Bridge | Iowa Bridge Number 346300 | A representative example of a standard riveted truss in Iowa. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 43.143040 | -91.940270 | Rodgers Creek Road | Rogers Creek | Rural | Winneshiek County, Iowa | Iowa | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 9 | 1 | 0 | 0 | 0 | 1962 | Unknown | 6 | 5 | 75 | 22.86 | 77 | 23.47 | 20 | 6.1 | https://historicbridges.org/iowa/rogers/little_dscf6001_small.jpg | https://historicbridges.org/iowa/rogers/little_dscf6001.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/rogers/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.143040,-91.940270 | |||||||||||||
| 2986 | Roger Williams Avenue Bridge | This bridge is an uncommon example of a concrete deck girder in Illinois. The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) concrete deck girder, fixed. The bridge was primarily built by Unknown. | 42.165450 | -87.770820 | Roger Williams Avenue | Ravine | Highland Park | Lake County, Illinois | Illinois | United States | Concrete | Deck | Girder | Fixed | 0 | 3 | 0 | 0 | 1915 | 1982 | Unknown | 5 | 6 | 64 | 19.51 | 208 | 63.4 | 18 | 5.49 | https://historicbridges.org/illinois/rogerwilliamsavenue/little_rogerwilliamsavenue1920_small.jpg | https://historicbridges.org/illinois/rogerwilliamsavenue/little_rogerwilliamsavenue1920.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/rogerwilliamsavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.165450,-87.770820 | ||||||||||||||||
| 2987 | Rollstone Street Bridge | This two-span deck truss appears to be in good condition. The technical description of the main or most noteworthy span of the bridge is a 86 ft (26.21 m) metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. | 42.584167 | -71.806389 | Rollstone Street | Nashua River | Fitchburg | Worcester County, Massachusetts | Massachusetts | United States | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 0 | 2 | 0 | 0 | 1909 | 1997 | Unknown | 6 | 6 | 86 | 26.21 | 176.8 | 53.89 | 26 | 7.92 | https://historicbridges.org/massachusetts/rollstone/little_pict6926_small.jpg | https://historicbridges.org/massachusetts/rollstone/little_pict6926.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/rollstone/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.584167,-71.806389 | ||||||||||||||
| 2988 | Roman Bridge | North Stow Lake Bridge | This is among the oldest surviving concrete bridges, yet it has a strikingly modern, streamlined appearance. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Gray Brothers Artificial Stone Paving Company of San Francisco, California. The bridge was primarily designed by Arthur Page Brown. | 37.769480 | -122.474660 | Pedestrian Walkway | Stow Lake | San Francisco | San Francisco County, California | California | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1893 | 0 | Gray Brothers Artificial Stone Paving Company of San Francisco, California | Arthur Page Brown | 8 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/california/stowlakenorth/little_day4_stowlakenorth05712_small.jpg | https://historicbridges.org/california/stowlakenorth/little_day4_stowlakenorth05712.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/stowlakenorth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.769480,-122.474660 | |||||||||||||
| 2989 | Old Romeo Plank Road Bridge | In a county that has demolished many arch bridges, this unaltered, surviving, and abandoned arch bridge is highly significant! The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 42.795440 | -82.962710 | Romeo Plank Road | North Branch Clinton River | Rural (Near Romeo) | Macomb County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/other/romeopl/little_img_0043_small.jpg | https://historicbridges.org/other/romeopl/little_img_0043.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/romeopl/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.795440,-82.962710 | |||||||||||||||
| 2991 | Romeo Railroad Bridge | This railroad plate girder has become part of a rail-trail. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. | 42.816850 | -82.975510 | Railroad (Macomb Orchard Rail-Trail) | North Branch Clinton River | Rural (Near Romeo) | Macomb County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | Unknown | 1 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/other/romeorr/little_img_0038_small.jpg | https://historicbridges.org/other/romeorr/little_img_0038.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/romeorr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.816850,-82.975510 | ||||||||||||||||
| 2992 | Roosevelt Road Bridge | 12th Street Bridge | This deck truss is similar to Ohio Street Bridge and is noted for its unique and very beautiful bridgetender buildings. The technical description of the main or most noteworthy span of the bridge is a 204 ft (62.18 m) metal rivet-connected Pratt deck truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Ketler-Elliott Company of Chicago, Illinois. The bridge was primarily designed by City of Chicago. | 41.867222 | -87.635000 | Roosevelt Road | South Branch Chicago River | Chicago | Cook County, Illinois | Illinois | United States | Metal | Pratt | Rivet-Connected | Deck | Truss | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1928 | 1994 | Ketler-Elliott Company of Chicago, Illinois | City of Chicago | 7 | 7 | 204 | 62.18 | 257.6 | 78.52 | 71.9 | 21.92 | https://historicbridges.org/illinois/roosevelt/little_dscf3058_small.jpg | https://historicbridges.org/illinois/roosevelt/little_dscf3058.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/roosevelt/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.867222,-87.635000 | ||||||||
| 2993 | Rose Cottage Bridge | This is a very small but well maintained stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 40.108060 | -75.825280 | Creek Road (PA-4029) | Branch Brandywine Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1914 | 2009 | Unknown | 6 | 4 | 20 | 6.1 | 22 | 6.71 | 20.7 | 6.31 | https://historicbridges.org/pennsylvania/chester_rosecottage/little_rosecottage4_small.jpg | https://historicbridges.org/pennsylvania/chester_rosecottage/little_rosecottage4.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester_rosecottage/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.108060,-75.825280 | |||||||||||||||
| 2994 | Rosedale Road Bridge | Iowa Bridge Number 220750 | An attractive, traditionally composed truss bridge that has been carefully maintained. The technical description of the main or most noteworthy span of the bridge is a 89 ft (27.13 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 41.987660 | -91.578770 | Rosedale Road | Indian Creek | Near Cedar Rapids | Linn County, Iowa | Iowa | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 1 | 1890 | 0 | Unknown | 7 | 7 | 89 | 27.13 | 105 | 32 | 13.8 | 4.21 | https://historicbridges.org/iowa/rosedale/little_dscf6178_small.jpg | https://historicbridges.org/iowa/rosedale/little_dscf6178.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/rosedale/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.987660,-91.578770 | ||||||||||
| 2995 | Rosedale Road Bridge | Parke County Bridge 21 | One of the largest examples of the concrete camelback bridges of Parke County, home to the only such structures in Indiana. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete curved chord through girder, fixed. The bridge was primarily built by Unknown. | 39.611030 | -87.132740 | Rosedale Road (CR-84, CR 1025 South) | North Branch Otter Creek | Rural | Parke County, Indiana | Indiana | United States | Concrete | Curved Chord Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1917 | 0 | Unknown | 6 | 7 | 50 | 15.24 | 56 | 17.07 | 18 | 5.49 | https://historicbridges.org/indiana/parke84/little_dscf5429_small.jpg | https://historicbridges.org/indiana/parke84/little_dscf5429.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/parke84/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.611030,-87.132740 | |||||||||||||||
| 2996 | Rose Point Bridge | Old Butler Road Bridge | This massive-member Parker truss is closed to traffic in a wooded setting. The technical description of the main or most noteworthy span of the bridge is a 185 ft (56.39 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. | 40.971570 | -80.181700 | Old US-422 (Old Butler Road) | Slippery Rock Creek | Rose Point (Rural) | Lawrence County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1935 | 0 | Unknown | Pennsylvania State Highway Department | 5 | 5 | 185 | 56.39 | 190 | 57.91 | 23 | 7.01 | https://historicbridges.org/pennsylvania/old422/little_pict9118_small.jpg | https://historicbridges.org/pennsylvania/old422/little_pict9118.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/old422/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.971570,-80.181700 | ||||||||||||
| 2997 | Rosewood Park Bridge | Hidden away in a wooded park setting is this attractive concrete arch bridge with stone facing. The technical description of the main or most noteworthy span of the bridge is a concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Jens Jensen. Special note about bridge location: This bridge is private property, but the trail leading up to it is a park path. | 42.167120 | -87.770790 | Abandoned Road | Ravine | Highland Park | Lake County, Illinois | Illinois | United States | This bridge is private property, but the trail leading up to it is a park path. | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | Jens Jensen | 5 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/rosewoodparkhighlandpark/little_rosewoodparkhighlandpark0415_small.jpg | https://historicbridges.org/illinois/rosewoodparkhighlandpark/little_rosewoodparkhighlandpark0415.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/rosewoodparkhighlandpark/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.167120,-87.770790 | |||||||||||||
| 2998 | Ross Lane Bridge | This is an small, truss bridge in a scenic farm setting. The technical description of the main or most noteworthy span of the bridge is a 43 ft (13.11 m) metal rivet-connected Parker pony truss, fixed. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania. | 39.813820 | -80.463700 | Ross Lane (TR-332) | Small Creek | Rural | Greene County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1919 | 0 | Penn Bridge Company of Beaver Falls, Pennsylvania | 6 | 6 | 43 | 13.11 | 51.8 | 15.79 | 12 | 3.66 | https://historicbridges.org/pennsylvania/rosslane/little_rosslane0704_small.jpg | https://historicbridges.org/pennsylvania/rosslane/little_rosslane0704.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rosslane/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.813820,-80.463700 | ||||||||||||||
| 3000 | Royal Military College Bridge | Kingston Bailey Bridge | This exhibit bridge is an outstanding example of a Bailey truss and it uses British steel. The technical description of the main or most noteworthy span of the bridge is a metal double-truss, single-story Bailey pony truss, fixed. The bridge was primarily built by Unknown. | 44.235970 | -76.465100 | Pedestrian Walkway | Depression | Kingston | Frontenac County, Ontario | Ontario | Canada | Metal | Bailey | Double-Truss, Single-Story | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 1945 | 2004 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/kingstonbailey/little_kingstonbailey3655_small.jpg | https://historicbridges.org/ontario/kingstonbailey/little_kingstonbailey3655.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/kingstonbailey/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.235970,-76.465100 | |||||||||||||
| 3001 | Roy Bridge | This rigid-frame bridge has unusual cable and concrete railings. The technical description of the main or most noteworthy span of the bridge is a concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 43.052800 | -79.752850 | Westbrook Road | Wolf Creek (Welland River) | Hamilton | Hamilton City, Ontario and Niagara Region, Ontario | Ontario | Canada | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1947 | 0 | Unknown | 2 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/westbrook/little_p1400638_small.jpg | https://historicbridges.org/ontario/westbrook/little_p1400638.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/westbrook/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.052800,-79.752850 | |||||||||||||||||
| 3002 | Royersford Spring City Railroad Bridge | This is an abandoned bridge that carried a railroad over two channels of the river and an island. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. | 40.184710 | -75.546090 | Railroad (Abandoned Pennsylvania Railroad) | Schuylkill River | Royersford and Spring City | Montgomery County, Pennsylvania and Chester County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 0 | 0 | 0 | 0 | 0 | Unknown | 3 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/springcityprroverschuylkill/little_springcityprroverschuylkill010_small.jpg | https://historicbridges.org/pennsylvania/springcityprroverschuylkill/little_springcityprroverschuylkill010.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/springcityprroverschuylkill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.184710,-75.546090 | ||||||||||||||||
| 3003 | River Rouge Conrail Bridge | River Rouge New York Central Railroad Bridge | This impressive 125 foot clear bascule span is difficult to photo. The technical description of the main or most noteworthy span of the bridge is a 135 ft (41.15 m) metal rivet-connected Warren through truss, movable: single leaf bascule, Heel Trunnion. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. | 42.282770 | -83.135730 | Railroad (Norfolk Southern) | River Rouge | Detroit | Wayne County, Michigan | Michigan | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Single Leaf Bascule | Heel Trunnion | 7 | 1 | 0 | 1 | 1920 | 0 | Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin | Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois | 9 | 8 | 135 | 41.15 | 185 | 56.39 | 30 | 9.14 | https://historicbridges.org/truss/rougerr/PICT1033_small.jpg | https://historicbridges.org/truss/rougerr/PICT1035.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/rougerr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.282770,-83.135730 | |||||||||||
| 3005 | Rudolph Run Road Bridge | This bridge has a shallow rise for its length giving it a graceful appearance. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 39.765470 | -80.184290 | Rudolph Run Road (PA-2001) | Rudolph Run | Rural | Greene County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1921 | 0 | Unknown | 5 | 5 | 45 | 13.72 | 45 | 13.72 | 15.4 | 4.69 | https://historicbridges.org/pennsylvania/rudolphrun/little_rudolphrun0691_small.jpg | https://historicbridges.org/pennsylvania/rudolphrun/little_rudolphrun0691.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rudolphrun/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.765470,-80.184290 | |||||||||||||||
| 3008 | Rumsey Bridge | This is an impressive two span rainbow arch located in a scenic valley on a rural road. The technical description of the main or most noteworthy span of the bridge is a 108 ft (32.92 m) concrete tied Rainbow through arch, fixed. The bridge was primarily built by Yolo County Day Labor. | 38.890310 | -122.238350 | CR-41 | Cache Creek | Rural | Yolo County, California | California | United States | Concrete | Rainbow | Tied | Through | Arch | Fixed | 0 | 2 | Concrete | T-Beam | Fixed | 0 | 2 | 1930 | 1949 | Yolo County Day Labor | 6 | 7 | 108 | 32.92 | 313 | 95.4 | 20.3 | 6.19 | https://historicbridges.org/california/rumseybridge/little_day3_rumseybridge03419_small.jpg | https://historicbridges.org/california/rumseybridge/little_day3_rumseybridge03419.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/rumseybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.890310,-122.238350 | |||||||||||
| 3009 | ! | Runks Bridge | This beautiful historic through truss bridge has been closed to traffic and is in need of restoration. The technical description of the main or most noteworthy span of the bridge is a 132 ft (40.23 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Pittsburgh Bridge Company of Pittsburgh, Pennsylvania, Nelson and Buchanan of Chambersburg, Pennsylvania Agents. | 40.277970 | -77.886930 | Runk Road (TR-373) | Aughwick Creek | Rural | Huntingdon County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 9 | 2 | 0 | 0 | 1889 | 1983 | Pittsburgh Bridge Company of Pittsburgh, Pennsylvania, Nelson and Buchanan of Chambersburg, Pennsylvania Agents | 7 | 8 | 132 | 40.23 | 270 | 82.3 | 12 | 3.66 | https://historicbridges.org/pennsylvania/runk/little_p1220379_80_81_tonemapped_small.jpg | https://historicbridges.org/pennsylvania/runk/little_p1220379_80_81_tonemapped.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/runk/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.277970,-77.886930 | |||||||||||||
| 3010 | Rush's Mill Bridge | An exceedingly rare cast iron Howe truss bridge, relocated onto a non-motorized trail. The technical description of the main or most noteworthy span of the bridge is a 52.5 ft (16 m) metal (cast iron) rivet-connected Howe pony truss, fixed. The bridge was primarily built by Simon Dreibelbies. | 40.373230 | -76.007450 | Union Canal Nonmotorized Trail | Plum Creek | Rural | Berks County, Pennsylvania | Pennsylvania | United States | Metal (Cast Iron) | Howe | Rivet-Connected | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 1869 | 1980 | Simon Dreibelbies | 9 | 9 | 52.5 | 16 | 52.5 | 16 | 7.5 | 2.29 | https://historicbridges.org/pennsylvania/rushsmill/little_dscf0652_small.jpg | https://historicbridges.org/pennsylvania/rushsmill/little_dscf0652.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rushsmill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.373230,-76.007450 | ||||||||||||||
| 3011 | Rust Bridge | This bypassed bridge is a fairly long example of a 1920s concrete t-beam bridge. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) concrete t-beam, fixed. The bridge was primarily built by Hedges Construction Company. The bridge was primarily designed by H. C. Taylor. | 41.735510 | -87.881790 | Old Willow Springs Road | Des Plaines River | Willow Springs | Cook County, Illinois | Illinois | United States | Concrete | T-Beam | Fixed | 0 | 5 | 0 | 0 | 1924 | 0 | Hedges Construction Company | H. C. Taylor | 4 | 4 | 60 | 18.29 | 300 | 91.44 | 27 | 8.23 | https://historicbridges.org/illinois/oldwillowspringsroad/little_oldwillowspringsroad1369_small.jpg | https://historicbridges.org/illinois/oldwillowspringsroad/little_oldwillowspringsroad1369.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/oldwillowspringsroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.735510,-87.881790 | ||||||||||||||||
| 3012 | Rustic Stone Bridge | Camelot Bridge, South Stow Lake Bridge | This bridge has a brick barrel and is faced in large, random rocks giving the bridge a unique appearance. The technical description of the main or most noteworthy span of the bridge is a stone and brick Segmental deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Arthur Page Brown. | 37.767940 | -122.476430 | Pedestrian Walkway | Stow Lake | San Francisco | San Francisco County, California | California | United States | Stone and Brick | Segmental | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1893 | 0 | Unknown | Arthur Page Brown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/california/stowlakesouth/little_day4_stowlakesouth05747_small.jpg | https://historicbridges.org/california/stowlakesouth/little_day4_stowlakesouth05747.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/stowlakesouth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.767940,-122.476430 | |||||||||||||
| 3014 | Ryefield Bridge | This bridge is among the oldest truss bridges in Maine and the only known example of its design in the state. The technical description of the main or most noteworthy span of the bridge is a 97 ft (29.57 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York, United Construction Company of Albany, New York Contractors. | 44.142740 | -70.594680 | Ryefield Bridge Road | Crooked River | Rural | Cumberland County, Maine | Maine | United States | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1912 | 2002 | American Bridge Company of New York, New York, United Construction Company of Albany, New York Contractors | 8 | 8 | 97 | 29.57 | 98 | 29.87 | 16.4 | 5 | https://historicbridges.org/maine/ryefield/little_p1480127_small.jpg | https://historicbridges.org/maine/ryefield/little_p1480127.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maine/ryefield/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.142740,-70.594680 | ||||||||||||||
| 3016 | S Bridge | This is the oldest engineered structure in the county! The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 40.139700 | -80.349310 | Abandoned Historic National Road | East Fork Buffalo Creek | Rural | Washington County, Pennsylvania | Pennsylvania | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 8 | 9 | 130 | 39.62 | 130 | 39.62 | 45 | 13.72 | https://historicbridges.org/pennsylvania/sbridge/bkg_swpenn0597_small.jpg | https://historicbridges.org/pennsylvania/sbridge/swpenn070806.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/sbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.139700,-80.349310 | |||||||||||||||
| 3018 | Sacramento Boulevard Bridge | This overpass with unique aesthetic details crosses one of the historic boulevards of Chicago. The technical description of the main or most noteworthy span of the bridge is a metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 41.868790 | -87.700810 | Railroad (Baltimore and Ohio) | Sacramento Boulevard | Chicago | Cook County, Illinois | Illinois | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 3 | 0 | 0 | 1912 | 0 | Unknown | 4 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/sacramento/little_p1240935_small.jpg | https://historicbridges.org/illinois/sacramento/little_p1240935.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/sacramento/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.868790,-87.700810 | |||||||||||||||||
| 3019 | Saddle Barn Road Bridge | Lawrence County Bridge 139 | This attractive truss bridge sits on a local road which is next to a busier highway, allowing many to see and notice this historic bridge. The technical description of the main or most noteworthy span of the bridge is a 91 ft (27.74 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 38.859800 | -86.462780 | Saddle Barn Road | Leatherwood Creek | Bedford | Lawrence County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 1905 | 1988 | Unknown | 7 | 7 | 91 | 27.74 | 96 | 29.26 | 19.7 | 6 | https://historicbridges.org/indiana/saddlebarn/little_img_2826_small.jpg | https://historicbridges.org/indiana/saddlebarn/little_img_2826.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/saddlebarn/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.859800,-86.462780 | |||||||||||||
| 3020 | Saegertown Bridge | South Street Bridge | This is a rare type of truss, and is both historically significant and beautiful. The technical description of the main or most noteworthy span of the bridge is a 203 ft (61.87 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Youngstown Bridge Company of Youngstown, Ohio. | 41.714410 | -80.147020 | Jordan Drive (South Street, TR-962) | French Creek | Saegertown | Crawford County, Pennsylvania | Pennsylvania | United States | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 12 | 1 | 0 | 0 | 1900 | 1990 | Youngstown Bridge Company of Youngstown, Ohio | 8 | 8 | 203 | 61.87 | 206 | 62.79 | 15 | 4.57 | https://historicbridges.org/pennsylvania/saegertown/little_saegertownadd0473_small.jpg | https://historicbridges.org/pennsylvania/saegertown/little_saegertownadd0473.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/saegertown/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.714410,-80.147020 | |||||||||||||
| 3021 | Saginaw Bascule Railroad Bridge | CSX Saginaw River Bridge | An exceedingly rare example of the unusual patented Abt type bascule bridge. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Warren through truss, movable: single leaf bascule, Abt. The bridge was primarily built by American Bridge Company of New York, New York. | 43.442930 | -83.938850 | Railroad (CSX) | Saginaw River | Saginaw | Saginaw County, Michigan | Michigan | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Single Leaf Bascule | Abt | 8 | 1 | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 5 | 5 | 1944 | 0 | American Bridge Company of New York, New York | 8 | 8 | 160 | 48.77 | 700 | 213.36 | 15 | 4.57 | https://historicbridges.org/truss/saginawb/little_pict8636_small.jpg | https://historicbridges.org/truss/saginawb/little_pict8636.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/saginawb/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.442930,-83.938850 | ||||||
| 3022 | Saginaw Road Bridge | Built by an interesting local company, an uncommon example of a lightweight pony truss that has been preserved as of 2021. The technical description of the main or most noteworthy span of the bridge is a 73.2 ft (22.31 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Gehret Brothers of Bridgeport, Pennsylvania. | 39.762230 | -75.920510 | Saginaw Road (PA-3020) | Big Elk Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 14 | 1 | 0 | 0 | 1925 | 2021 | Gehret Brothers of Bridgeport, Pennsylvania | 6 | 7 | 73.2 | 22.31 | 75 | 22.86 | 15 | 4.57 | https://historicbridges.org/pennsylvania/chester_saginaw/little_reneelabarge-bridgemovehighlights_page_54_image_0001_small.jpg | https://historicbridges.org/pennsylvania/chester_saginaw/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester_saginaw/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.762230,-75.920510 | ||||||||||||||
| 3023 | Saginaw Highway Bridge | A rare example of a steel stringer bridge with lattice railing. The technical description of the main or most noteworthy span of the bridge is a 26 ft (7.92 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.741120 | -84.966520 | Saginaw Highway | Sebewa Creek | Rural | Eaton County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1928 | 0 | Unknown | 4 | 6 | 26 | 7.92 | 28 | 8.53 | 19.4 | 5.91 | https://historicbridges.org/michigan/saginaw_sebewa/little_saginawhwysebewacr29_small.jpg | https://historicbridges.org/michigan/saginaw_sebewa/little_saginawhwysebewacr29.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/saginaw_sebewa/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.741120,-84.966520 | |||||||||||||||||
| 3025 | Saginaw Street Railroad Overpass | This unusual design of overpass once had a similar highway overpass next to it. The technical description of the main or most noteworthy span of the bridge is a 38.7 ft (11.8 m) concrete slab, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 43.004150 | -83.678870 | Railroad (Canadian National) | Saginaw Street | Flint | Genesee County, Michigan | Michigan | United States | Concrete | Slab | Fixed | 0 | 4 | 0 | 0 | 1941 | 0 | Unknown | Michigan State Highway Department | 3 | 5 | 38.7 | 11.8 | 150 | 45.72 | 0 | 0 | https://historicbridges.org/michigan/14thstreet/little_pict6792_small.jpg | https://historicbridges.org/michigan/14thstreet/little_pict6792.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/14thstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.004150,-83.678870 | ||||||||||||||||
| 3026 | Saginaw Swing Railroad Bridge | A swing bridge that retains a high degree of historic integrity. The technical description of the main or most noteworthy span of the bridge is a 226 ft (68.88 m) metal rivet-connected Baltimore through truss, movable: swing, Center Pier. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. | 43.426670 | -83.944630 | Railroad (CSX, Central Michigan Railroad) | Saginaw River | Saginaw | Saginaw County, Michigan | Michigan | United States | Metal | Baltimore | Rivet-Connected | Through | Truss | Movable: Swing | Center Pier | 0 | 1 | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 10 | 6 | 1914 | 0 | Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin | 7 | 7 | 226 | 68.88 | 551 | 167.94 | 12 | 3.66 | https://historicbridges.org/truss/saginaws/bkg_07hbme428_small.jpg | https://historicbridges.org/truss/saginaws/07hbme791.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/saginaws/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.426670,-83.944630 | |||||||
| 3027 | Salamanca Railroad Bridge | This lattice truss is noteworthy for having three truss lines. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Lattice (Quadruple Warren) through truss, fixed. The bridge was primarily built by Unknown. | 42.164410 | -78.742920 | Railroad (Norfolk Southern) | Little Valley Creek | Salamanca | Cattaraugus County, New York | New York | United States | Metal | Lattice (Quadruple Warren) | Rivet-Connected | Through | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/salamancarr/little_img_5353_small.jpg | https://historicbridges.org/newyork/salamancarr/little_img_5353.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/salamancarr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.164410,-78.742920 | ||||||||||||||
| 3028 | Salem Street Bridge | This unique bridge is very significant as a highway lattice truss with three truss lines. The technical description of the main or most noteworthy span of the bridge is a 143 ft (43.59 m) metal rivet-connected Lattice (Quadruple Warren) through truss, fixed. The bridge was primarily built by Boston Bridge Works of Boston, Massachusetts. | 42.697222 | -71.161944 | Salem Street | Railroad (MBTA, Amtrak) | Lawrence | Essex County, Massachusetts | Massachusetts | United States | Metal | Lattice (Quadruple Warren) | Rivet-Connected | Through | Truss | Fixed | 12 | 1 | 0 | 0 | 1910 | 1997 | Boston Bridge Works of Boston, Massachusetts | 8 | 8 | 143 | 43.59 | 146 | 44.5 | 37.4 | 11.4 | https://historicbridges.org/massachusetts/salem/little_img_1904_small.jpg | https://historicbridges.org/massachusetts/salem/little_img_1904.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/salem/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.697222,-71.161944 | ||||||||||||||
| 3030 | Salisbury Street Bridge | A rare surviving work of noted engineer Wendel Bollman, this is a very old metal truss bridge. The technical description of the main or most noteworthy span of the bridge is a 67 ft (20.42 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Patapsco Bridge and Iron Works of Baltimore, Maryland. The bridge was primarily designed by Wendel Bollman of Baltimore, Maryland. | 39.599120 | -77.826390 | Salisbury Street | Chesapeake and Ohio Canal | Williamsport | Washington County, Maryland | Maryland | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 8 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 1879 | 2006 | Patapsco Bridge and Iron Works of Baltimore, Maryland | Wendel Bollman of Baltimore, Maryland | 8 | 8 | 67 | 20.42 | 107.3 | 32.71 | 9.5 | 2.9 | https://historicbridges.org/maryland/williamsport_salisbury/little_p1210599_small.jpg | https://historicbridges.org/maryland/williamsport_salisbury/little_p1210599.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/williamsport_salisbury/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.599120,-77.826390 | ||||||||||
| 3031 | Salmon River Railway Bridge | This stone arch overpass and plate girder bridge over the river are technically two bridges. The technical description of the main or most noteworthy span of the bridge is a metal Segmental deck girder, fixed. The bridge was primarily built by Unknown. | 44.208990 | -77.209350 | Railroad (Canadian National) | Salmon River and Milltown Road | Rural | Hastings County, Ontario | Ontario | Canada | Metal | Segmental | Deck | Girder | Fixed | 0 | 4 | Stone | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | Unknown | 4 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/milltownrail/little_p1040964_small.jpg | https://historicbridges.org/ontario/milltownrail/little_p1040964.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/milltownrail/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.208990,-77.209350 | |||||||||||
| 3032 | San Joaquin River Railroad Bridge | BNSF Bridge No. B-1124 | One of three extremely rare examples of the unusual patented Abt bascule type in California. The technical description of the main or most noteworthy span of the bridge is a 112 ft (34.14 m) metal through girder, movable: single leaf bascule, Abt. The bridge was primarily built by American Bridge Company of New York, New York. | 37.937070 | -121.334550 | Railroad (BNSF and Amtrak) | San Joaquin River | Rural | San Joaquin County, California | California | United States | Metal | Through | Girder | Movable: Single Leaf Bascule | Abt | 0 | 1 | Metal | Through | Girder | Fixed | 0 | 1 | 1930 | 0 | American Bridge Company of New York, New York | 9 | 9 | 112 | 34.14 | 330 | 100.58 | 19 | 5.79 | https://historicbridges.org/california/sanjoaquinriverrrabt/little_day2_sanjoaquinriverrrabt01923_small.jpg | https://historicbridges.org/california/sanjoaquinriverrrabt/little_day2_sanjoaquinriverrrabt01923.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/sanjoaquinriverrrabt/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.937070,-121.334550 | ||||||||||
| 3033 | Sand Creek Branch Railroad Bridge | A rare Michigan example of a railroad concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 43.018640 | -85.776390 | Railroad (Abandoned Muskegon, Grand Rapids, and Indiana) | Sand Creek Branch | Walker | Kent County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | Unknown | 4 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/mgrirr/little_rpict095_small.jpg | https://historicbridges.org/michigan/mgrirr/little_rpict095.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/mgrirr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.018640,-85.776390 | |||||||||||||||
| 3034 | Sand Pond Road Bridge | Nasons Mills Road Bridge | This is an unusual bridge with its two short pony truss spans. The technical description of the main or most noteworthy span of the bridge is a 53.2 ft (16.22 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York, United Construction Company of Albany, New York Contractors. | 43.689390 | -70.670460 | Sand Pond Road (Nasons Mills Road) | Little Osipee River | Rural | York County, Maine | Maine | United States | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 4 | 2 | 0 | 0 | 1923 | 0 | American Bridge Company of New York, New York, United Construction Company of Albany, New York Contractors | 6 | 7 | 53.2 | 16.22 | 111 | 33.83 | 16 | 4.88 | https://historicbridges.org/maine/sandpond/little_p1500409_small.jpg | https://historicbridges.org/maine/sandpond/little_p1500409.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maine/sandpond/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.689390,-70.670460 | |||||||||||||
| 3035 | Sandhill Road Bridge | A late, but unusual example of a riveted through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 126 ft (38.4 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 41.216940 | -82.752500 | Sandhill Road | Frink Run | Rural | Huron County, Ohio | Ohio | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1944 | 1992 | Unknown | 5 | 5 | 126 | 38.4 | 132 | 40.23 | 19 | 5.79 | https://historicbridges.org/ohio/sandhill/little_img_8872_small.jpg | https://historicbridges.org/ohio/sandhill/little_img_8872.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/sandhill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.216940,-82.752500 | ||||||||||||||
| 3036 | Sandusky Bay Railroad Bridge | This bridge is a noteworthy Ohio example of a Scherzer type rolling lift bascule bridge. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) metal through girder, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania and Ferro Construction Company of Chicago, Illinois. | 41.484810 | -82.819470 | Railroad (Norfolk Southern and Amtrak) | Sandusky Bay | Rural | Erie County, Ohio and Ottawa County, Ohio | Ohio | United States | Metal | Through | Girder | Movable: Single Leaf Bascule | Rolling Lift | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 7 | 1944 | 0 | Bethlehem Steel Company of Bethlehem, Pennsylvania and Ferro Construction Company of Chicago, Illinois | 6 | 7 | 65 | 19.81 | 410 | 124.97 | 0 | 0 | https://historicbridges.org/ohio/sanduskybay/little_p1630448_small.jpg | https://historicbridges.org/ohio/sanduskybay/little_p1630448.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/sanduskybay/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.484810,-82.819470 | ||||||||||||
| 3042 | Schenley Drive Bridge | This is one of two extremely rare pre-1900 metal arch bridges in Schenley Park. The technical description of the main or most noteworthy span of the bridge is a 360 ft (109.73 m) metal three-hinged Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily built by G. T. Richards. The bridge was primarily designed by Pittsburgh Department of Public Works. | 40.441310 | -79.949170 | Schenley Drive | Junction Hollow, Railroad (CSX), and Boundary Street | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Solid Ribbed Spandrel Braced | Three-Hinged | Deck | Arch | Fixed | 0 | 1 | Stone | Elliptical | Deck | Arch | Fixed | 0 | 2 | 1896 | 1994 | G. T. Richards | Pittsburgh Department of Public Works | 8 | 8 | 360 | 109.73 | 480 | 146.3 | 57 | 17.37 | https://historicbridges.org/pennsylvania/schenleydrive/little_schenleybridge_7703_4_5v_small.jpg | https://historicbridges.org/pennsylvania/schenleydrive/little_schenleybridge_7703_4_5v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/schenleydrive/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.441310,-79.949170 | ||||||||
| 3046 | Scranton Road Railroad Overpass | This is a rare example of a pin-connected truss bridge in Cleveland. The technical description of the main or most noteworthy span of the bridge is a 199.2 ft (60.72 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by Unknown. | 41.482810 | -81.694690 | Railroad (Norfolk Southern) | Scranton Road | Cleveland | Cuyahoga County, Ohio | Ohio | United States | Metal | Camelback | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1910 | 0 | Unknown | 6 | 7 | 199.2 | 60.72 | 205 | 62.48 | 0 | 0 | https://historicbridges.org/ohio/scranton/bkg_cleveland075_small.jpg | https://historicbridges.org/ohio/scranton/cleveland0159.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/scranton/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.482810,-81.694690 | ||||||||||||||
| 3048 | St. Charles Road Bridge | A well-preserved example of a concrete camelback bridge, this is an attractive structure. The technical description of the main or most noteworthy span of the bridge is a 85 ft (25.91 m) concrete 90 Foot Plan curved chord through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 43.306760 | -84.783510 | St. Charles Road | Pine River | Rural | Gratiot County, Michigan | Michigan | United States | Concrete | 90 Foot Plan | Curved Chord Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1925 | 0 | Unknown | Michigan State Highway Department | 7 | 8 | 85 | 25.91 | 90 | 27.43 | 20 | 6.1 | https://historicbridges.org/michigan/stcharles/little_DSCF0408_small.jpg | https://historicbridges.org/michigan/stcharles/little_DSCF0412.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/stcharles/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.306760,-84.783510 | ||||||||||||||
| 3050 | St. Clair Parkway Bridge | This bridge is a good representation of Ontario's frequently built concrete rigid-frame bridge design. The technical description of the main or most noteworthy span of the bridge is a concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 42.750670 | -82.464160 | St. Clair Parkway (CR-33) | Clay Creek | St. Clair Township | Lambton County, Ontario | Ontario | Canada | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1965 | 0 | Unknown | 2 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/concrete/stclairparkway/ontario001_small.jpg | https://historicbridges.org/concrete/stclairparkway/ontario253.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/stclairparkway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.750670,-82.464160 | |||||||||||||||||
| 3051 | St. Clair Street Bridge | This ornate bridge retains an unrivaled degree of historic integrity! The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Columbia Bridge Works of Dayton, Ohio. | 39.739930 | -84.638510 | St. Clair Street | 7 Mile Creek | Eaton | Preble County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1887 | 1999 | Columbia Bridge Works of Dayton, Ohio | 7 | 8 | 100 | 30.48 | 108 | 32.92 | 15.7 | 4.79 | https://historicbridges.org/ohio/stclair/little_pict2321_small.jpg | https://historicbridges.org/ohio/stclair/little_pict2321.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/stclair/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.739930,-84.638510 | ||||||||||||||
| 3052 | St. Davids Road Bridge | One side of this ancient bridge is a nice looking stone arch and the other side has been covered in shotcrete. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) stone Segmental deck arch, fixed. The bridge was primarily built by Thomas Welch. | 40.017320 | -75.405320 | St. Davids Road (PA-1046) | Darby Creek | Rural | Delaware County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1810 | 0 | Thomas Welch | 7 | 6 | 24 | 7.32 | 26 | 7.92 | 25.6 | 7.8 | https://historicbridges.org/pennsylvania/stdavidsrd/little_stdavidsroad013_small.jpg | https://historicbridges.org/pennsylvania/stdavidsrd/little_stdavidsroad013.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/stdavidsrd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.017320,-75.405320 | |||||||||||||||
| 3053 | St. Francisville Bridge | This beautiful bridge is a rare example of a smaller scale cantilever truss bridge. The technical description of the main or most noteworthy span of the bridge is a 228 ft (69.49 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by F. W. Whitehead. The bridge was primarily designed by Sverdrup and Parcel of St. Louis, Missouri. | 40.462120 | -91.567200 | MO-B and Belfast Road | Des Moines River | St. Francisville | Lee County, Iowa and Clark County, Missouri | Iowa and Missouri | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 12 | Cantilever | 3 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 6 | 1937 | 0 | F. W. Whitehead | Sverdrup and Parcel of St. Louis, Missouri | 8 | 8 | 228 | 69.49 | 763.2 | 232.62 | 21.7 | 6.61 | https://historicbridges.org/missouri/stfrancisville/little_dscf6170_small.jpg | https://historicbridges.org/missouri/stfrancisville/little_dscf6170.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/stfrancisville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.462120,-91.567200 | |||||||||
| 3054 | St. George River Railroad Bridge | Thomaston Railroad Bridge | This multi-span bridge contains a variety of structure types. The technical description of the main or most noteworthy span of the bridge is a metal through girder, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Unknown. | 44.077240 | -69.218010 | Railroad (Maine Eastern) | St. George River | Near Thomaston | Knox County, Maine | Maine | United States | Metal | Through | Girder | Movable: Single Leaf Bascule | Rolling Lift | 0 | 1 | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 3 | 1922 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/maine/thomastonrr/little_p1540034_small.jpg | https://historicbridges.org/maine/thomastonrr/little_p1540034.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maine/thomastonrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.077240,-69.218010 | ||||||||
| 3056 | St. Johns Road Bridge | This is an unusual example of a deck girder and floorbeam bridge with rolled i-beam girders. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. | 42.806190 | -80.241900 | St. Johns Road (Abandoned Alignment) | Lynn River | Rural | Norfolk County, Ontario | Ontario | Canada | Metal | Deck | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/stjohnsroad/little_p1400109_small.jpg | https://historicbridges.org/ontario/stjohnsroad/little_p1400109.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/stjohnsroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.806190,-80.241900 | ||||||||||||||||
| 3057 | St. Joseph Railroad Bridge | A large camelback truss swing bridge that is still in operation. The technical description of the main or most noteworthy span of the bridge is a 234 ft (71.32 m) metal rivet-connected Pratt through truss, movable: swing, Center Pier. The bridge was primarily built by American Bridge Company of New York, New York. | 42.112520 | -86.482920 | Railroad (CSX) | St. Joseph River | St. Joseph | Berrien County, Michigan | Michigan | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Movable: Swing | Center Pier | 0 | 1 | 0 | 3 | 1904 | 1941 | American Bridge Company of New York, New York | 7 | 8 | 234 | 71.32 | 544 | 165.81 | 15 | 4.57 | https://historicbridges.org/truss/stjoseph/bkg_mich69_small.jpg | https://historicbridges.org/truss/stjoseph/07hbme165.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/stjoseph/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.112520,-86.482920 | |||||||||||||
| 3058 | St. Lawrence Division Indian River Railroad Bridge | This bridge appears to be the work for a noteworthy bridge builder. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 44.183400 | -75.639940 | Railroad (CSX) | Indian River and Coolidge Road (CR-30) | Rural | Jefferson County, New York | New York | United States | Metal | Deck | Girder | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | King Bridge Company of Cleveland, Ohio | 2 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/stlawrencediv/little_stlawdiv11_small.jpg | https://historicbridges.org/newyork/stlawrencediv/little_stlawdiv11.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/stlawrencediv/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.183400,-75.639940 | ||||||||||||||||
| 3059 | St. Louis High School Bridge | This unusual bridge carries pedestrians both over a river and down a series of stairs. The technical description of the main or most noteworthy span of the bridge is a 34 ft (10.36 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 43.410380 | -84.605510 | Pedestrian Walkway | Pine River | St. Louis | Gratiot County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 34 | 10.36 | 92 | 28.04 | 0 | 0 | https://historicbridges.org/michigan/stlouishighschool/little_p1360509_10_11_fused_small.jpg | https://historicbridges.org/michigan/stlouishighschool/little_p1360500.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/stlouishighschool/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.410380,-84.605510 | |||||||||||||||||
| 3060 | St. Malachi Road Bridge | One of several attractive plate girder bridges in Chester County. The technical description of the main or most noteworthy span of the bridge is a 44 ft (13.41 m) metal through girder, fixed. The bridge was primarily built by Corcoran Construction Company of West Chester, Pennsylvania. The bridge was primarily designed by Nathan R. Rambo. | 39.902780 | -75.850500 | St. Malachi Road | Doe Run | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1914 | 2005 | Corcoran Construction Company of West Chester, Pennsylvania | Nathan R. Rambo | 6 | 6 | 44 | 13.41 | 48 | 14.63 | 15.7 | 4.79 | https://historicbridges.org/pennsylvania/chester253waters/little_rosenvickrd002_small.jpg | https://historicbridges.org/pennsylvania/chester253waters/little_rosenvickrd002.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester253waters/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.902780,-75.850500 | |||||||||||||||
| 3061 | St. Paul Crescent Bridge | This bridge remains open to pedestrians only, and is a bridge that can be viewed from interesting angles. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 43.152410 | -79.246340 | St. Paul Crescent | 12 Mile Creek | St. Catharines | Niagara Region, Ontario | Ontario | Canada | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1946 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/truss/stpaulcr/little_img_0024_small.jpg | https://historicbridges.org/truss/stpaulcr/little_img_0024.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/stpaulcr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.152410,-79.246340 | ||||||||||||||
| 3063 | St. Thomas Canadian National Railway Bridge | One of two large high level rail bridges in St. Thomas, this bridge appears to be built of imported German steel. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. | 42.786380 | -81.199100 | Railroad (Canadian National) | Kettle Creek | St. Thomas | Elgin County, Ontario | Ontario | Canada | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 6 | 1 | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 630 | 192.02 | 0 | 0 | https://historicbridges.org/ontario/stthomasgtrr/little_sthomascnkettle_3270_small.jpg | https://historicbridges.org/ontario/stthomasgtrr/little_sthomascnkettle_3270.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/stthomasgtrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.786380,-81.199100 | ||||||||||
| 3064 | Michigan Central Railroad Kettle Creek Bridge | St. Thomas Elevated Park | This high level crossing has a long history and an unusual substructure design, and has since been converted into a linear park for pedestrian usage. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal deck girder, fixed. The bridge was primarily built by D.W. Thurston of Detroit, Michigan. | 42.778240 | -81.214030 | Railroad (Rail-Trail) (St. Thomas Elevated Park) (Former Michigan Central) | Kettle Creek | St. Thomas | Elgin County, Ontario | Ontario | Canada | Metal | Deck | Girder | Fixed | 0 | 14 | Fixed | 0 | 0 | 1929 | 0 | D.W. Thurston of Detroit, Michigan | 7 | 7 | 75 | 22.86 | 855 | 260.6 | 0 | 0 | https://historicbridges.org/ontario/stthomasmicentral/little_dsc_07_small.jpg | https://historicbridges.org/ontario/stthomasmicentral/little_stthomasadd_img_20220417_110634.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/stthomasmicentral/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.778240,-81.214030 | ||||||||||||||
| 3065 | M-28 Sand River Bridge | Rare in Michigan, this attractive structure mimics a design used with frequency in Ontario. The technical description of the main or most noteworthy span of the bridge is a 66 ft (20.12 m) concrete rigid-frame, fixed. The bridge was primarily built by Alpine Excavating Company of St. Ignace, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 46.495080 | -87.107410 | M-28 | Sand River | Rural | Alger County, Michigan | Michigan | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1939 | 0 | Alpine Excavating Company of St. Ignace, Michigan | Michigan State Highway Department | 3 | 6 | 66 | 20.12 | 66 | 20.12 | 35 | 10.67 | https://historicbridges.org/concrete/sandr/little_m28sandriver_5836_small.jpg | https://historicbridges.org/concrete/sandr/little_m28sandriver_5836.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/sandr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.495080,-87.107410 | ||||||||||||||||
| 3067 | Sanford Railroad Bridge | A classic Pratt railroad truss serves as part of a rail-trail. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 43.674650 | -84.387870 | Railroad (Pere Marquette Rail-Trail) | Tittabawassee River | Sanford | Midland County, Michigan | Michigan | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 1912 | 0 | Unknown | 5 | 6 | 125 | 38.1 | 125 | 38.1 | 0 | 0 | https://historicbridges.org/truss/sanfordrr/little_zimg_20211113_144907_small.jpg | https://historicbridges.org/truss/sanfordrr/little_zimg_20211113_144907.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/sanfordrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.674650,-84.387870 | ||||||||||||||
| 3069 | Sauble Falls Bridge | With excellent historic integrity, this lone remnant of the Sauble Falls community is this rare and relatively long multi-span girder bridge. The technical description of the main or most noteworthy span of the bridge is a 44.3 ft (13.5 m) concrete through girder, fixed. The bridge was primarily built by Theodore Seaman. | 44.676810 | -81.256000 | Sauble Falls Parkway (Old Alignment) | Sauble River | Sauble Falls | Bruce County, Ontario | Ontario | Canada | Concrete | Through | Girder | Fixed | 0 | 3 | 0 | 0 | 1930 | 0 | Theodore Seaman | 7 | 8 | 44.3 | 13.5 | 112.2 | 34.2 | 0 | 0 | https://historicbridges.org/ontario/sauble/bkg_sauble08_small.jpg | https://historicbridges.org/ontario/sauble/sauble49.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/sauble/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.676810,-81.256000 | ||||||||||||||||
| 3070 | Sauk Creek Bridge | Port Washington Bridge | Nationally rare, this is the only remaining kingpost in the entire state. The technical description of the main or most noteworthy span of the bridge is a 40.4 ft (12.31 m) metal rivet-connected Kingpost pony truss, fixed. The bridge was primarily built by Unknown. | 43.386600 | -87.869350 | Pedestrian Walkway | Sauk Creek | Port Washington | Ozaukee County, Wisconsin | Wisconsin | United States | Metal | Kingpost | Rivet-Connected | Pony | Truss | Fixed | 2 | 1 | 0 | 0 | 0 | 1925 | Unknown | 9 | 10 | 40.4 | 12.31 | 42.3 | 12.89 | 11.5 | 3.51 | https://historicbridges.org/wisconsin/portwashington/little_img_3604_small.jpg | https://historicbridges.org/wisconsin/portwashington/little_img_3604.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/portwashington/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.386600,-87.869350 | |||||||||||||
| 3071 | Saw Mill Road Bridge | This is an unaltered and traditional example of a concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 54 ft (16.46 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by D. B. Hoover. | 40.012510 | -75.387250 | Saw Mill Road | Darby Creek | Rural | Delaware County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1922 | 0 | D. B. Hoover | 6 | 6 | 54 | 16.46 | 54 | 16.46 | 18.4 | 5.61 | https://historicbridges.org/pennsylvania/sawmillrd/little_sawmillroad009_small.jpg | https://historicbridges.org/pennsylvania/sawmillrd/little_sawmillroad009.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/sawmillrd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.012510,-75.387250 | |||||||||||||||
| 3073 | ! | Schell Bridge | Northfield Bridge | This very old and unique cantilever bridge with ornate gothic details utilizes the rare Pennsylvania truss configuration, yet is slated for demolition! The technical description of the main or most noteworthy span of the bridge is a 352 ft (107.29 m) metal cantilever (arched) rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by New England Structural Company of East Everett, Massachusetts. The bridge was primarily designed by Edward S. Shaw of Boston, Massachusetts. | 42.712230 | -72.453370 | Northfield Road | Connecticut River | Northfield | Franklin County, Massachusetts | Massachusetts | United States | Metal | Pennsylvania | Rivet-Connected | Through | Truss | Fixed | 22 | Cantilever (Arched) | 3 | 0 | 0 | 1903 | 0 | New England Structural Company of East Everett, Massachusetts | Edward S. Shaw of Boston, Massachusetts | 9 | 9 | 352 | 107.29 | 515 | 156.97 | 17.4 | 5.3 | https://historicbridges.org/massachusetts/schell/little_schellbridge008887_small.jpg | https://historicbridges.org/massachusetts/schell/little_schellbridge008887.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/schell/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.712230,-72.453370 | ||||||||||
| 3074 | Schuylkill River Railroad Bridge | This is a large concrete arch bridge with many spans. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by L. H. Focht and Sons of Reading, Pennsylvania and McClintic-Marshall Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by A. C. Shand and H. R. Leonard. | 40.137760 | -75.509910 | Railroad (Abandoned Pennsylvania Railroad) | Schuylkill River and Canal, Railroad (Reading Railroad), and Various Roads | Phoenixville | Montgomery County, Pennsylvania and Chester County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 15 | Metal | Through | Girder | Fixed | 0 | 1 | 1915 | 0 | L. H. Focht and Sons of Reading, Pennsylvania and McClintic-Marshall Company of Pittsburgh, Pennsylvania | A. C. Shand and H. R. Leonard | 6 | 6 | 90 | 27.43 | 1116 | 340.16 | 0 | 0 | https://historicbridges.org/pennsylvania/phoenixvilleviaductprroverschuylkill/little_phoenixvilleviaduct020_small.jpg | https://historicbridges.org/pennsylvania/phoenixvilleviaductprroverschuylkill/little_phoenixvilleviaduct020.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/phoenixvilleviaductprroverschuylkill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.137760,-75.509910 | ||||||||||
| 3077 | Scottwood Road Bridge | This bridge displays the unusual designs of its builder, but also has an unusual connection cap at the ends of the bridge. The technical description of the main or most noteworthy span of the bridge is a 42 ft (12.8 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 41.116390 | -82.826670 | Scottwood Road (TR-9) | Slate Run | Rural | Huron County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Wrought Iron Bridge Company of Canton, Ohio | 7 | 7 | 42 | 12.8 | 45 | 13.72 | 15.7 | 4.79 | https://historicbridges.org/ohio/scottwood/little_img_8892_small.jpg | https://historicbridges.org/ohio/scottwood/little_img_8892.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/scottwood/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.116390,-82.826670 | ||||||||||||||
| 3078 | Searchmont Railway Bridge | A magnificent pin connected Parker truss in a breathtaking scenic location! The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 46.775510 | -84.050820 | Railroad (Canadian National, Algoma Central) | Goulais River | London | Algoma District, Ontario | Ontario | Canada | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 7 | 1 | Metal | Deck | Girder | Fixed | 0 | 1 | 0 | 0 | Unknown | 7 | 8 | 180 | 54.86 | 230 | 70.1 | 0 | 0 | https://historicbridges.org/truss/searchmont/little_pict3626_small.jpg | https://historicbridges.org/truss/searchmont/little_pict3626.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/searchmont/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.775510,-84.050820 | ||||||||||
| 3079 | Seaway Drive Railroad Overpass | This railroad overpass is noted for its skew. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal through girder, fixed. The bridge was primarily built by Carl Goodwin and Sons of Allegan, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 43.216780 | -86.259790 | Railroad (CSX) | Seaway Drive (BL-31) | Muskegon | Muskegon County, Michigan | Michigan | United States | Metal | Through | Girder | Fixed | 0 | 2 | 0 | 0 | 1956 | 0 | Carl Goodwin and Sons of Allegan, Michigan | Michigan State Highway Department | 1 | 3 | 105 | 32 | 209 | 63.7 | 0 | 0 | https://historicbridges.org/michigan/seawayrr/little_railroad_bus_us-31_10_small.jpg | https://historicbridges.org/michigan/seawayrr/little_railroad_bus_us-31_10.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/seawayrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.216780,-86.259790 | |||||||||||||||
| 3081 | Seaway International Bridge | South Channel Bridge | This graceful suspension bridge was built as part of a two-bridge system that carries traffic between the United States and Canada. The technical description of the main or most noteworthy span of the bridge is a 894.7 ft (272.7 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 44.989810 | -74.739480 | Seaway International Bridge Road | St. Lawrence River (Fleuve Saint-Laurent) South Channel | Cornwall | St. Lawrence County, New York and Stormont Dundas and Glengarry United Counties, Ontario | New York and Ontario | Canada and United States | Metal | Pony Truss Stiffening | Wire Cable | Suspension | Fixed | 0 | 3 | Metal | Deck | Girder | Fixed | 0 | 22 | 1958 | 0 | American Bridge Company of New York, New York | 7 | 7 | 894.7 | 272.7 | 3480.2 | 1060.76 | 27 | 8.23 | https://historicbridges.org/ontario/cornwallsouth/little_cornwall_4641_small.jpg | https://historicbridges.org/ontario/cornwallsouth/little_cornwall_4641.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/cornwallsouth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.989810,-74.739480 | ||||||||||
| 3082 | Sebago Road Bridge | This is an early, unaltered, and fairly large concrete box frame type bridge. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 43.926650 | -70.614560 | Sebago Road (ME-11 and ME-114) | Muddy River | Rural | Cumberland County, Maine | Maine | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1930 | 0 | Unknown | 1 | 2 | 20 | 6.1 | 23 | 7.01 | 20 | 6.1 | https://historicbridges.org/maine/sebago/little_p1500233_small.jpg | https://historicbridges.org/maine/sebago/little_p1500233.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maine/sebago/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.926650,-70.614560 | |||||||||||||||||
| 3083 | Sebewaing Railroad Bridge | This is a multi-span plate girder with a through girder main span and a deck girder approach. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. | 43.734170 | -83.457280 | Railroad (Huron and Eastern) | Sebewaing River | Sebewaing | Huron County, Michigan | Michigan | United States | Metal | Through | Girder | Fixed | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | Unknown | 1 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/other/sebewaing/little_pict2792_small.jpg | https://historicbridges.org/other/sebewaing/little_pict2792.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/sebewaing/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.734170,-83.457280 | |||||||||||||
| 3084 | Secrest Ferry Bridge | Owen County Bridge 9, Monroe County Bridge 164, Gosport Bridge | This magnificent bridge, bypassed and preserved, is the longest example of its type in Indiana. The technical description of the main or most noteworthy span of the bridge is a 320 ft (97.54 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Vincennes Bridge Company of Vincennes, Indiana. The bridge was primarily designed by Lafayette Engineering Company of Lafayette, Indiana. | 39.332520 | -86.676860 | County Line Road (CR 500 East) | White River | Rural | Monroe County, Indiana and Owen County, Indiana | Indiana | United States | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 16 | 1 | 0 | 0 | 1903 | 2008 | Vincennes Bridge Company of Vincennes, Indiana | Lafayette Engineering Company of Lafayette, Indiana | 8 | 8 | 320 | 97.54 | 323 | 98.45 | 15.7 | 4.79 | https://historicbridges.org/indiana/secrestferrybridge/little_secrestferrybridge4996_small.jpg | https://historicbridges.org/indiana/secrestferrybridge/little_secrestferrybridge4996.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/secrestferrybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.332520,-86.676860 | ||||||||||||
| 3086 | Seneca Bridge | This small, heavilly skewed bridge was bypassed long ago and the creek it crosses has been diverted. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. | 43.065020 | -79.933610 | Caithness Street (Old Alignment) | Black Creek | Caledonia | Haldimand County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1913 | 0 | Hamilton Bridge Company of Hamilton, Ontario | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/senecacaledonia/little_p1400575_small.jpg | https://historicbridges.org/ontario/senecacaledonia/little_p1400575.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/senecacaledonia/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.065020,-79.933610 | ||||||||||||||
| 3087 | Seneca Lake Inlet Bridge | This is a rare example of a very lightweight riveted Warren pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 42.386110 | -76.854670 | Abandoned NY-414 Alignment | Seneca Lake Inlet | Near Watkins Glen | Schuyler County, New York | New York | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/watkins2/little_img_5714_small.jpg | https://historicbridges.org/newyork/watkins2/little_img_5714.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/watkins2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.386110,-76.854670 | ||||||||||||||
| 3088 | Seneca Road Bridge | This bridge is much wider than the road it carries because it is on a former state highway alignment. The technical description of the main or most noteworthy span of the bridge is a 155 ft (47.24 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by New York State Department of Public Works. | 42.338333 | -77.660833 | Veterans Avenue | Canisteo River | Hornell | Steuben County, New York | New York | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1938 | 1980 | Unknown | New York State Department of Public Works | 5 | 5 | 155 | 47.24 | 161 | 49.07 | 39.7 | 12.1 | https://historicbridges.org/newyork/hornell/little_img_6024_small.jpg | https://historicbridges.org/newyork/hornell/little_img_6024.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/hornell/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.338333,-77.660833 | |||||||||||||
| 3090 | Sentry Bridge | A Depression-related bridge in a breathtaking setting of rock cliffs and a waterfall. The technical description of the main or most noteworthy span of the bridge is a stone Elliptical deck arch, fixed. The bridge was primarily built by Civilian Conservation Corps. | 42.374740 | -76.874000 | Watkins Glen State Park Trail | Glen Creek | Watkins Glen | Schuyler County, New York | New York | United States | Stone | Elliptical | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Civilian Conservation Corps | 5 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/sentry/bkg_newyork761_small.jpg | https://historicbridges.org/newyork/sentry/newyork2246.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/sentry/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.374740,-76.874000 | |||||||||||||||
| 3092 | Seward Bridge | This bridge is a multi-span example of a standard plan truss in Pennsylvania. The technical description of the main or most noteworthy span of the bridge is a 183 ft (55.78 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. | 40.419900 | -79.026120 | PA-56 and PA-711 | Conemaugh River | Seward | Indiana County, Pennsylvania and Westmoreland County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 9 | 2 | 0 | 0 | 1933 | 1980 | Unknown | Pennsylvania State Highway Department | 5 | 5 | 183 | 55.78 | 377 | 114.91 | 30 | 9.14 | https://historicbridges.org/pennsylvania/seward/little_day8seward0149_small.jpg | https://historicbridges.org/pennsylvania/seward/little_day8seward0149.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/seward/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.419900,-79.026120 | |||||||||||||
| 3094 | Sewells Road Bridge | Although severely altered, this is an unusual example of a short span suspension bridge. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Frank Barber of Toronto, Ontario. | 43.827610 | -79.199650 | Sewells Road | Rouge River | Toronto | Toronto City, Ontario | Ontario | Canada | Metal | Pony Truss Stiffening | Wire Cable | Suspension | Fixed | 0 | 3 | 0 | 0 | 1912 | 1981 | Unknown | Frank Barber of Toronto, Ontario | 6 | 6 | 100 | 30.48 | 160 | 48.77 | 0 | 0 | https://historicbridges.org/ontario/sewellsbridge/little_p1590556_small.jpg | https://historicbridges.org/ontario/sewellsbridge/little_p1590556.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/sewellsbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.827610,-79.199650 | ||||||||||||||
| 3096 | Shade Street Bridge | D. J. Emery Bridge | An attractive example of a 1950s truss bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a 154 ft (46.94 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Canadian Bridge Company of Walkerville, Ontario. | 43.378110 | -80.717420 | Shade Street | Nith River | Wilmot Township (New Hamburg) | Waterloo Region, Ontario | Ontario | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1953 | 1985 | Canadian Bridge Company of Walkerville, Ontario | 5 | 5 | 154 | 46.94 | 154 | 46.94 | 34 | 10.36 | https://historicbridges.org/ontario/shade/bkg_newhamburg07_small.jpg | https://historicbridges.org/ontario/shade/newhamburg28.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/shade/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.378110,-80.717420 | |||||||||||||
| 3097 | Shaffer Road Bridge | This bridge was rehabilitated, showing how metal truss bridges can continue to serve vehicles effectively. The technical description of the main or most noteworthy span of the bridge is a 166 ft (50.6 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. | 41.649910 | -80.869360 | Shaffer Road | Grand River | Rural | Ashtabula County, Ohio | Ohio | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1913 | 2001 | Massillon Bridge Company of Massillon, Ohio | 6 | 7 | 166 | 50.6 | 168 | 51.21 | 16 | 4.88 | https://historicbridges.org/ohio/shaffer/little_pict6131_small.jpg | https://historicbridges.org/ohio/shaffer/little_pict6131.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/shaffer/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.649910,-80.869360 | ||||||||||||||
| 3099 | Shamrock Bridge | This is the youngest of several tiny Parker pony truss bridges in this county. The technical description of the main or most noteworthy span of the bridge is a 51.8 ft (15.79 m) metal rivet-connected Parker pony truss, fixed. The bridge was primarily built by Unknown. | 39.721900 | -80.270200 | Mine Road (Wana Shamrock Road, TR-309) | Pennsylvania Fork Dunkard Creek | Rural | Greene County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1936 | 0 | Unknown | 5 | 5 | 51.8 | 15.79 | 55 | 16.76 | 18.4 | 5.61 | https://historicbridges.org/pennsylvania/shamrock/little_shamrock0559_small.jpg | https://historicbridges.org/pennsylvania/shamrock/little_shamrock0559.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/shamrock/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.721900,-80.270200 | ||||||||||||||
| 3103 | ! | Sharon NS/CSX Railroad Bridge | A rare example of an unusual, and visually complex and stunning truss configuration. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Lattice (Quadruple Warren) through truss, fixed. The bridge was primarily built by Unknown. | 41.235870 | -80.512010 | Railroad (Norfolk Southern and CSX) | Shenango River | Sharon | Mercer County, Pennsylvania | Pennsylvania | United States | Metal | Lattice (Quadruple Warren) | Rivet-Connected | Through | Truss | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | Unknown | 7 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/sharonrr1/little_img_9430_small.jpg | https://historicbridges.org/pennsylvania/sharonrr1/little_img_9430.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/sharonrr1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.235870,-80.512010 | |||||||||||||
| 3104 | Sharon NYC Railroad Bridge | This is an old two-span railroad truss bridge noted for its skew and its pinned connections. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 41.236110 | -80.512210 | Railroad (Abandoned New York Central) | Shenango River | Sharon | Mercer County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 10 | 2 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/sharonrr2/thumb.jpg | https://historicbridges.org/pennsylvania/sharonrr2/little_pict7883.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/sharonrr2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.236110,-80.512210 | ||||||||||||||
| 3105 | Shaw Bridge | This is the only surviving multi-span Whipple arch type bowstring. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal (cast iron) Bowstring pony truss, fixed. The bridge was primarily built by J. D. Hutchinson of Troy, New York. The bridge was primarily designed by Squire Whipple. | 42.215185 | -73.728778 | Van Wyck Lane | Claverack Creek | Rural | Columbia County, New York | New York | United States | Metal (Cast Iron) | Bowstring | Pony | Truss | Fixed | 9 | 2 | 0 | 0 | 1870 | 0 | J. D. Hutchinson of Troy, New York | Squire Whipple | 9 | 10 | 80 | 24.38 | 164 | 49.99 | 10.5 | 3.2 | https://historicbridges.org/newyork/shaw/little_p1080128_small.jpg | https://historicbridges.org/newyork/shaw/little_p1080091.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/shaw/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.215185,-73.728778 | ||||||||||||||
| 3106 | Sheeder Mill Road Bridge | This is the only remaining pin-connected through truss highway bridge in the entire county. The technical description of the main or most noteworthy span of the bridge is a 84 ft (25.6 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by John Denithorne and Sons of Phoenixville, Pennsylvania. | 40.151080 | -75.627860 | Sheeder Mill Road | French Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1887 | 1960 | John Denithorne and Sons of Phoenixville, Pennsylvania | 7 | 7 | 84 | 25.6 | 88 | 26.82 | 14.8 | 4.51 | https://historicbridges.org/pennsylvania/chester194sheeders/little_bridges076_small.jpg | https://historicbridges.org/pennsylvania/chester194sheeders/little_bridges076.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester194sheeders/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.151080,-75.627860 | ||||||||||||||
| 3107 | Sheep Bridge | This excellent example of a Whipple truss was nicely rehabilitated by PennDOT. The technical description of the main or most noteworthy span of the bridge is a 181 ft (55.17 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 40.109720 | -76.797780 | Sheep Bridge Road (PA-4021) | Conewago Creek | Rural | York County, Pennsylvania | Pennsylvania | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 11 | 1 | 0 | 0 | 1889 | 2010 | Wrought Iron Bridge Company of Canton, Ohio | 8 | 8 | 181 | 55.17 | 186 | 56.69 | 12.5 | 3.81 | https://historicbridges.org/pennsylvania/sheepbridge/little_dscf2291_small.jpg | https://historicbridges.org/pennsylvania/sheepbridge/little_dscf2291.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/sheepbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.109720,-76.797780 | ||||||||||||||
| 3108 | Sheldon Road Bridge | The innovative Wayne County road commission developed and built bridges of this type to deal with wartime steel shortages. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) concrete continuous slab, fixed. The bridge was primarily built by Unknown. | 42.286390 | -83.476350 | Sheldon Road | Lower River Rouge | Canton | Wayne County, Michigan | Michigan | United States | Concrete | Slab | Fixed | 0 | Continuous | 3 | 0 | 0 | 1946 | 1985 | Unknown | 2 | 2 | 24 | 7.32 | 63 | 19.2 | 24 | 7.32 | https://historicbridges.org/michigan/sheldon/little_p1370652_small.jpg | https://historicbridges.org/michigan/sheldon/little_p1370652.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/sheldon/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.286390,-83.476350 | ||||||||||||||||
| 3109 | Shelocta Bridge | Today the oldest highway truss in the county, this bridge is a rare example of a standard plan polygonal Warren pony truss in Pennsylvania. The technical description of the main or most noteworthy span of the bridge is a 111 ft (33.83 m) metal rivet-connected Polygonal Warren (No Verticals) pony truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Pennsylvania State Highway Department. | 40.657160 | -79.304230 | PA-56 | Crooked Creek | Shelocta | Indiana County, Pennsylvania | Pennsylvania | United States | Metal | Polygonal Warren (No Verticals) | Rivet-Connected | Pony | Truss | Fixed | 8 | 1 | 0 | 0 | 1929 | 0 | American Bridge Company of New York, New York | Pennsylvania State Highway Department | 5 | 6 | 111 | 33.83 | 119 | 36.27 | 22.3 | 6.8 | https://historicbridges.org/pennsylvania/shelocta/little_dscf3505_small.jpg | https://historicbridges.org/pennsylvania/shelocta/little_dscf3505.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/shelocta/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.657160,-79.304230 | |||||||||||||
| 3111 | Shepardsville Road Bridge | An early surviving example of a pre-stressed concrete bridge in Michigan. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Donald L. McDowell. | 43.014410 | -84.425820 | Shepardsville Road | Maple River | Rural | Clinton County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | 1958 | 0 | Donald L. McDowell | 1 | 3 | 40 | 12.19 | 79.7 | 24.29 | 25 | 7.62 | https://historicbridges.org/michigan/shepardsville/little_p1430640_small.jpg | https://historicbridges.org/michigan/shepardsville/little_p1430640.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/shepardsville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.014410,-84.425820 | |||||||||||||||||
| 3112 | Sheridan Drive Railroad Overpass | Crossing six lanes, this railroad overpass has a large through plate girder span. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. | 42.980810 | -78.888260 | Railroad (Penn Central) | Sheridan Drive (NY-324) | Tonawanda | Erie County, New York | New York | United States | Metal | Through | Girder | Fixed | 0 | 3 | 0 | 0 | 1937 | 0 | Bethlehem Steel Company of Bethlehem, Pennsylvania | 2 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/sheridandrive/little_p1420289_small.jpg | https://historicbridges.org/newyork/sheridandrive/little_p1420289.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/sheridandrive/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.980810,-78.888260 | ||||||||||||||||
| 3113 | Sheridan Road Bridge | This unique bridge is an integral part of the Wilmette Pumping Station. The technical description of the main or most noteworthy span of the bridge is a 77 ft (23.47 m) metal deck girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Carlton R. Dart. | 42.075510 | -87.685020 | Sheridan Road | North Shore Channel | Wilmette | Cook County, Illinois | Illinois | United States | Metal | Deck | Girder | Fixed | 0 | 5 | 0 | 0 | 1910 | 0 | Unknown | Carlton R. Dart | 6 | 7 | 77 | 23.47 | 210 | 64.01 | 46 | 14.02 | https://historicbridges.org/illinois/sheridan/little_dscf2783_small.jpg | https://historicbridges.org/illinois/sheridan/little_dscf2783.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/sheridan/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.075510,-87.685020 | |||||||||||||||
| 3114 | Sherman Park Northeast Bridge | One of two traditional concrete arch bridges in Sherman Park. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 41.797780 | -87.656140 | Park Walkway | Sherman Park Lagoon | Chicago | Cook County, Illinois | Illinois | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/shermannortheast/little_p1270949_small.jpg | https://historicbridges.org/illinois/shermannortheast/little_p1270949.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/shermannortheast/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.797780,-87.656140 | |||||||||||||||
| 3115 | Sherman Park Northwest Bridge | One of two traditional concrete arch bridges in Sherman Park. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 41.797760 | -87.658690 | Park Walkway | Sherman Park Lagoon | Chicago | Cook County, Illinois | Illinois | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/shermannorthwest/little_p1270961_small.jpg | https://historicbridges.org/illinois/shermannorthwest/little_p1270961.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/shermannorthwest/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.797760,-87.658690 | |||||||||||||||
| 3116 | Sherman Park Southeast Bridge | One of two rustic stone faced concrete arch bridges in Sherman Park. The technical description of the main or most noteworthy span of the bridge is a concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 41.795200 | -87.655860 | Park Walkway | Sherman Park Lagoon | Chicago | Cook County, Illinois | Illinois | United States | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/shermansoutheast/little_p1270931_small.jpg | https://historicbridges.org/illinois/shermansoutheast/little_p1270931.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/shermansoutheast/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.795200,-87.655860 | |||||||||||||||
| 3117 | Sherman Park Southwest Bridge | One of two rustic stone faced concrete arch bridges in Sherman Park. The technical description of the main or most noteworthy span of the bridge is a concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 41.795730 | -87.658990 | Park Walkway | Sherman Park Lagoon | Chicago | Cook County, Illinois | Illinois | United States | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/shermansouthwest/little_p1270987_small.jpg | https://historicbridges.org/illinois/shermansouthwest/little_p1270987.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/shermansouthwest/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.795730,-87.658990 | |||||||||||||||
| 3121 | Short Line Bridge | Marcy Trestle | An altered structure, this is a very tall and impressive bridge that soars over the river valley. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Modified Warren (Subdivided) deck truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 41.427200 | -81.665260 | Railroad (CSX) | Cuyahoga River | Cuyahoga Heights | Cuyahoga County, Ohio | Ohio | United States | Metal | Modified Warren (Subdivided) | Rivet-Connected | Deck | Truss | Fixed | 8 | 0 | 0 | 0 | 1907 | 0 | King Bridge Company of Cleveland, Ohio | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/shortline/cleveland0337_small.jpg | https://historicbridges.org/ohio/shortline/cleveland0359.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/shortline/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.427200,-81.665260 | |||||||||||||
| 3122 | Short Line Bridge | Milwaukee Road Railroad Bridge | This is an impressive and uncommon example of a Baltimore deck truss. The technical description of the main or most noteworthy span of the bridge is a 324 ft (98.76 m) metal pin-connected Baltimore deck truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 44.956200 | -93.212570 | Railroad (Canadian Pacific) | Mississippi River and River Parkway | Minneapolis | Hennepin County, Minnesota | Minnesota | United States | Metal | Baltimore | Pin-Connected | Deck | Truss | Fixed | 0 | 3 | Metal | Through | Girder | Fixed | 0 | 4 | 1902 | 0 | American Bridge Company of New York, New York | 7 | 7 | 324 | 98.76 | 1061 | 323.39 | 22 | 6.71 | https://historicbridges.org/minnesota/stanthonyaverr/little_stanthonyaverr0967_small.jpg | https://historicbridges.org/minnesota/stanthonyaverr/little_stanthonyaverr0967.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/stanthonyaverr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.956200,-93.212570 | |||||||||
| 3123 | Shough Creek Road Bridge | This bridge has old v-laced railings that could be from a previous bridge, or indicate that this is an old steel stringer bridge. The technical description of the main or most noteworthy span of the bridge is a 28 ft (8.53 m) metal continuous stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 39.740260 | -80.364710 | Shough Creek Road (TR-349) | Bloody Run | Rural | Greene County, Pennsylvania | Pennsylvania | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | Continuous | 2 | 0 | 0 | 0 | 1973 | Unknown | 1 | 1 | 28 | 8.53 | 30.8 | 9.39 | 14 | 4.27 | https://historicbridges.org/pennsylvania/shoughcreek/little_shoughcreek0504_small.jpg | https://historicbridges.org/pennsylvania/shoughcreek/little_shoughcreek0504.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/shoughcreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.740260,-80.364710 | ||||||||||||||||
| 3126 | Sideroad 15 Bridge | One of a rapidly disappearing group of beautiful heritage concrete bowstring rainbow arch bridges in this township. The technical description of the main or most noteworthy span of the bridge is a concrete Rainbow through arch, fixed. The bridge was primarily built by Reid-Riddell Engineering of Toronto, Ontario. | 43.757390 | -80.402570 | Sideroad 15 | Irvine Creek | Centre-Wellington | Wellington County, Ontario | Ontario | Canada | Concrete | Rainbow | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1928 | 0 | Reid-Riddell Engineering of Toronto, Ontario | 7 | 7 | 0 | 0 | 74 | 22.56 | 18.4 | 5.61 | https://historicbridges.org/ontario/sideroad15arch/little_p1560444_small.jpg | https://historicbridges.org/ontario/sideroad15arch/little_p1560444.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/sideroad15arch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.757390,-80.402570 | |||||||||||||||
| 3127 | Sideroad 15 Bridge | This truss bridge was closed after being severely damaged by impact due to an overheight vehicle. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 43.795490 | -80.360530 | Sideroad 15 | Irvine Creek | Centre-Wellington | Wellington County, Ontario | Ontario | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/sideroad15/little_p1560498_small.jpg | https://historicbridges.org/ontario/sideroad15/little_p1560498.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/sideroad15/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.795490,-80.360530 | ||||||||||||||
| 3129 | Sidney Branch Railroad Bridge | Abandoned decades ago, the railroad line is long gone, but this bridge remains here in good condition. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. | 39.333870 | -85.842620 | Railroad (Abandoned Pennsylvania Railroad) | Sidney Branch Flatrock River | Rural | Bartholomew County, Indiana | Indiana | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 2 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/indiana/sidneybranchrailroadbridge/little_rick558_small.jpg | https://historicbridges.org/indiana/sidneybranchrailroadbridge/little_rick558.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/sidneybranchrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.333870,-85.842620 | ||||||||||||||||
| 3130 | ! | Sidney Road Bridge | Gowen Bridge | This attractive structure is a good representative example of its kind, and is in decent condition, yet also slated for demolition. The technical description of the main or most noteworthy span of the bridge is a 62 ft (18.9 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 43.250020 | -85.298110 | Sidney Road (CR-510) | Flat River | Gowen | Montcalm County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1931 | 0 | Unknown | Michigan State Highway Department | 2 | 2 | 62 | 18.9 | 65 | 19.81 | 23 | 7.01 | https://historicbridges.org/michigan/sidney/little_sidney_rd_flat_r_2_small.jpg | https://historicbridges.org/michigan/sidney/little_sidney_rd_flat_r_2.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/sidney/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.250020,-85.298110 | ||||||||||||||
| 3131 | Siemens Railroad Bridge | This is an impressive railroad overpass utilizing an uncommon truss configuration. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. | 46.476120 | -90.092680 | Railroad (Abandoned) | Railroad (Rail-Trail) | Siemens (Rural) | Gogebic County, Michigan | Michigan | United States | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1896 | 0 | Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/bessemer/main_small.jpg | https://historicbridges.org/michigan/bessemer/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/bessemer/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.476120,-90.092680 | ||||||||||||||
| 3132 | Sierra Boulevard Bridge | This rare rainbow arch bridge is also noted for its long curved approach system. The technical description of the main or most noteworthy span of the bridge is a 87 ft (26.52 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Jenkins and Anderson. The bridge was primarily designed by H. B. Hammill. | 38.754110 | -121.285030 | Sierra Boulevard | Railroad (Union Pacific) and Roseville Street | Roseville | Placer County, California | California | United States | Concrete | Rainbow | Through | Arch | Fixed | 0 | 1 | Concrete | Slab | Fixed | 0 | 13 | 1929 | 0 | Jenkins and Anderson | H. B. Hammill | 7 | 8 | 87 | 26.52 | 364 | 110.95 | 21.7 | 6.61 | https://historicbridges.org/california/sierraboulevard/little_day3_sierraboulevard03555_small.jpg | https://historicbridges.org/california/sierraboulevard/little_day3_sierraboulevard03555.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/sierraboulevard/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.754110,-121.285030 | |||||||||||
| 3133 | Sigler Road Bridge | This is an unmodified example of a historic curved t-beam, an old example that actually predates the official Interstate system. The technical description of the main or most noteworthy span of the bridge is a 77.8 ft (23.71 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 42.037280 | -83.287360 | Sigler Road | I-75 | Rural | Monroe County, Michigan | Michigan | United States | Concrete | Curved | T-Beam | Fixed | 0 | Continuous | 4 | 0 | 0 | 1954 | 0 | Unknown | Michigan State Highway Department | 3 | 6 | 77.8 | 23.71 | 261.8 | 79.8 | 26 | 7.92 | https://historicbridges.org/concrete/sigler/MonroeWayne240_small.jpg | https://historicbridges.org/concrete/sigler/MonroeWayne235.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/sigler/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.037280,-83.287360 | ||||||||||||||
| 3134 | Silk Street Bridge | A rare and beautiful structure that has been abandoned. The technical description of the main or most noteworthy span of the bridge is a 67 ft (20.42 m) metal pin-connected Lenticular pony truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. | 42.217450 | -76.193490 | Silk Street | East Branch Owego Creek | Newark Valley | Tioga County, New York | New York | United States | Metal | Lenticular | Pin-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1888 | 0 | Berlin Iron Bridge Company of East Berlin, Connecticut | 9 | 9 | 67 | 20.42 | 69 | 21.03 | 12.5 | 3.81 | https://historicbridges.org/newyork/silk/bkg_newyork510_small.jpg | https://historicbridges.org/newyork/silk/newyork1461.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/silk/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.217450,-76.193490 | ||||||||||||||
| 3136 | Silverwood Road Bridge | The last noteworthy historic bridge in Lapeer is a spectacular example of a skewed mid-size concrete camelback bridge. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) concrete 75 Foot Plan curved chord through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 43.245590 | -83.247100 | Silverwood Road | North Branch Flint River | Rural | Lapeer County, Michigan | Michigan | United States | Concrete | 75 Foot Plan | Curved Chord Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1928 | 0 | Unknown | Michigan State Highway Department | 7 | 9 | 70 | 21.34 | 75 | 22.86 | 22 | 6.71 | https://historicbridges.org/michigan/silverwood/bkg_gclc22_small.jpg | https://historicbridges.org/michigan/silverwood/little_apr22_silverwood_20220402_154211.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/silverwood/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.245590,-83.247100 | ||||||||||||||
| 3138 | ! | Simpson Road Bridge | A noteworthy example of a York Bridge Company pony truss. The technical description of the main or most noteworthy span of the bridge is a 78 ft (23.77 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by York Bridge Company of York, Pennsylvania. Special note about bridge location: This bridge was as of 2016 closed to traffic. | 39.990590 | -79.887690 | Simpson Road (TR-326) | Dunlap Creek | Rural | Fayette County, Pennsylvania | Pennsylvania | United States | This bridge was as of 2016 closed to traffic. | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1905 | 1905 | York Bridge Company of York, Pennsylvania | 6 | 6 | 78 | 23.77 | 78 | 23.77 | 12.5 | 3.81 | https://historicbridges.org/pennsylvania/simpson/little_dscf6190_small.jpg | https://historicbridges.org/pennsylvania/simpson/little_dscf6190.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/simpson/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.990590,-79.887690 | ||||||||||||
| 3139 | Siphon Bridge | With a roadway that once was lower than the water it crosses, this bridge is an unusual structure that crosses an equally unusual waterway. The technical description of the main or most noteworthy span of the bridge is a 44 ft (13.41 m) concrete continuous slab, fixed. The bridge was primarily built by Manistique Pulp and Paper Company of Manistique, Michigan. | 45.961990 | -86.249910 | M-94 (Deer Street) | Manistique River | Manistique | Schoolcraft County, Michigan | Michigan | United States | Concrete | Slab | Fixed | 0 | Continuous | 5 | Concrete | T-Beam | Fixed | 0 | 3 | 1918 | 2004 | Manistique Pulp and Paper Company of Manistique, Michigan | 6 | 6 | 44 | 13.41 | 296 | 90.22 | 42 | 12.8 | https://historicbridges.org/michigan/m94manistique/little_m94manistique09_small.jpg | https://historicbridges.org/michigan/m94manistique/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m94manistique/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.961990,-86.249910 | |||||||||||||
| 3140 | Sixes Bridge | A very photogenic two-span through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 119 ft (36.27 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by York Bridge Company of York, Pennsylvania. | 39.630670 | -77.288370 | Sixes Bridge Road | Monocacy River | Rural | Frederick County, Maryland and Carroll County, Maryland | Maryland | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 2 | 0 | 0 | 1910 | 1995 | York Bridge Company of York, Pennsylvania | 7 | 7 | 119 | 36.27 | 240 | 73.15 | 15 | 4.57 | https://historicbridges.org/maryland/sixes/little_pict3938_small.jpg | https://historicbridges.org/maryland/sixes/little_pict3938.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/sixes/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.630670,-77.288370 | ||||||||||||||
| 3141 | Skeena River Crossing Bridge | A large, massive, and visually impressive deck truss. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. | 55.098016 | -127.815799 | Railroad (Grand Trunk Pacific) | Skeena River | Rural | Kitimat-Stikine District, British Columbia | British Columbia | Canada | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 8 | 3 | Metal | Deck | Girder | Fixed | 0 | 0 | 1911 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/britishcolumbia/skeenacrossing/little_4943282865_5fb279d5a8skeenarivercrossingbridge_o_small.jpg | https://historicbridges.org/britishcolumbia/skeenacrossing/little_4943282865_5fb279d5a8skeenarivercrossingbridge_o.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/skeenacrossing/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=55.098016,-127.815799 | ||||||||||
| 3142 | Skiles Athletic Field Bridge | Whitney Avenue Bridge | This bridge has unusual railings that the Massillon Bridge Company sometimes put on its bridges. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. | 40.879490 | -82.659610 | Pedestrian Walkway | Black Fork River | Shelby | Richland County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Massillon Bridge Company of Massillon, Ohio | 6 | 6 | 0 | 0 | 85 | 25.91 | 12 | 3.66 | https://historicbridges.org/ohio/skiles/little_img_8861_small.jpg | https://historicbridges.org/ohio/skiles/little_img_8861.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/skiles/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.879490,-82.659610 | |||||||||||||
| 3144 | Skookum Road Bridge | An early example of a pre-stressed concrete bridge and one that actually has some level of aesthetic value. The technical description of the main or most noteworthy span of the bridge is a 34.8 ft (10.61 m) concrete Adjacent box beam, fixed. The bridge was primarily built by Wadel Construction Company. | 44.079450 | -85.642920 | Skookum Road | Pine River | Rural | Lake County, Michigan | Michigan | United States | Concrete | Adjacent | Box Beam | Fixed | 0 | 3 | 0 | 0 | 1958 | 0 | Wadel Construction Company | 1 | 3 | 34.8 | 10.61 | 105 | 32 | 26 | 7.92 | https://historicbridges.org/michigan/skookum/little_2011august041_small.jpg | https://historicbridges.org/michigan/skookum/little_2011august041.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/skookum/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.079450,-85.642920 | ||||||||||||||||
| 3145 | Sloat Boulevard Bridge | This bridge is an attractive and unaltered example of a 1930s highway over highway grade separation. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) concrete curved t-beam, fixed. The bridge was primarily built by Unknown. | 37.733910 | -122.493870 | Sloat Boulevard (CA-35) | Sunset Boulevard | San Francisco | San Francisco County, California | California | United States | Concrete | Curved | T-Beam | Fixed | 0 | 6 | 0 | 0 | 1931 | 0 | Unknown | 4 | 6 | 65 | 19.81 | 240 | 73.15 | 88 | 26.82 | https://historicbridges.org/california/sloat/little_day4_sloatboulevard05671_small.jpg | https://historicbridges.org/california/sloat/little_day4_sloatboulevard05671.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/sloat/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.733910,-122.493870 | ||||||||||||||||
| 3147 | Smiths Falls Railway Bridge | This plate girder bridge is located a short distance from a rare bascule bridge, and was likely constructed at the same time. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed, Rolling Lift. The bridge was primarily built by Unknown. | 44.896950 | -76.028910 | Railroad (Abandoned Canadian Northern) | Rideau River | Smiths Falls | Lanark County, Ontario | Ontario | Canada | Metal | Through | Girder | Fixed | Rolling Lift | 0 | 5 | 0 | 0 | 1913 | 0 | Unknown | 2 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/smithsfallsrailway/little_smithsfallsrailway2815_small.jpg | https://historicbridges.org/ontario/smithsfallsrailway/little_smithsfallsrailway2815.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/smithsfallsrailway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.896950,-76.028910 | |||||||||||||||
| 3149 | Smithfield Street Bridge | In a city of historic bridges, this is Pittsburgh's most important remaining bridge, and perhaps the most visually stunning as well. The technical description of the main or most noteworthy span of the bridge is a 360 ft (109.73 m) metal pin-connected Lenticular through truss, fixed. The bridge was primarily built by Andrew Kloman. The bridge was primarily designed by Gustav Lindenthal. | 40.435060 | -80.001970 | Smithfield Street | Monongahela River | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Lenticular | Pin-Connected | Through | Truss | Fixed | 13 | 1 | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 0 | 6 | 1883 | 1994 | Andrew Kloman | Gustav Lindenthal | 10 | 10 | 360 | 109.73 | 1177 | 358.75 | 42 | 12.8 | https://historicbridges.org/truss/smithfield/little_img_2653_small.jpg | https://historicbridges.org/truss/smithfield/little_img_2653.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/smithfield/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.435060,-80.001970 | |||||||
| 3150 | Smith Street Bridge | Bridge E-183 | This fixed pony truss is unusual when compared to other nearby historic Erie Canal bridges. The technical description of the main or most noteworthy span of the bridge is a 119 ft (36.27 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 43.216190 | -77.943550 | Smith Street | Erie Canal (New York State Barge Canal) | Brockport | Monroe County, New York | New York | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 12 | 1 | Concrete | Slab | Fixed | 0 | 2 | 1910 | 2012 | Unknown | 6 | 7 | 119 | 36.27 | 160 | 48.77 | 14.8 | 4.51 | https://historicbridges.org/newyork/smithstreet/little_p1420382_small.jpg | https://historicbridges.org/newyork/smithstreet/little_p1420382.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/smithstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.216190,-77.943550 | ||||||||||
| 3152 | Smith Road Bridge | Concord-Fairhaven Road Bridge | The oldest of a number of remaining mid-20th century Champion Bridge Company of Wilmington, Ohio bridges in Preble County. The technical description of the main or most noteworthy span of the bridge is a 76 ft (23.16 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Champion Bridge Company of Wilmington, Ohio. | 39.651080 | -84.768740 | Smith Road (TR-216, Concord-Fairhaven Road) | 4 Mile Creek | Rural | Preble County, Ohio | Ohio | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1955 | 0 | Champion Bridge Company of Wilmington, Ohio | 4 | 4 | 76 | 23.16 | 83 | 25.3 | 16 | 4.88 | https://historicbridges.org/ohio/smith/little_pict2113_small.jpg | https://historicbridges.org/ohio/smith/little_pict2113.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/smith/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.651080,-84.768740 | |||||||||||||
| 3155 | Smiths Crossing Bridge | Bailey Bridge | Among Michigan's longest truss bridges is this impressive two-span structure. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Joliet Bridge and Iron Company of Joliet, Illinois. | 43.564210 | -84.187220 | Smiths Crossing Road (Bailey Bridge Road) | Tittabawassee River | Mapleton (Rural) | Midland County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 9 | 2 | 0 | 0 | 1907 | 0 | Joliet Bridge and Iron Company of Joliet, Illinois | 7 | 8 | 150 | 45.72 | 300 | 91.44 | 15.4 | 4.69 | https://historicbridges.org/truss/smithscrossing/little_img_5181_small.jpg | https://historicbridges.org/truss/smithscrossing/little_img_5181.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/smithscrossing/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.564210,-84.187220 | |||||||||||||
| 3156 | Smithton High-Level Bridge | This bridge is an impressive structure to view from below. The technical description of the main or most noteworthy span of the bridge is a 288 ft (87.78 m) metal continuous rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 40.161820 | -79.758980 | I-70 | Youghiogheny River | Near Smithton | Westmoreland County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 0 | Continuous | 3 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 6 | 5 | 1956 | 2002 | Unknown | 6 | 5 | 288 | 87.78 | 1355 | 413 | 64 | 19.51 | https://historicbridges.org/pennsylvania/i70yriver/bkg_swpenn0895_small.jpg | https://historicbridges.org/pennsylvania/i70yriver/swpenn071764.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/i70yriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.161820,-79.758980 | |||||||
| 3158 | Sneath Road Bridge | This bridge is one of the few heritage truss bridges in Ontario to be spared demolition and instead preserved! The technical description of the main or most noteworthy span of the bridge is a 49 ft (14.94 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 43.885480 | -79.722030 | Sneath Road | Humber River | Bolton | Peel Region, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 2011 | Unknown | 6 | 7 | 49 | 14.94 | 81 | 24.69 | 0 | 0 | https://historicbridges.org/ontario/sneathbridge/little_p1580035_small.jpg | https://historicbridges.org/ontario/sneathbridge/little_p1580035.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/sneathbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.885480,-79.722030 | ||||||||||||||
| 3159 | ! | Snodgrass Slough Bridge | Twin Cities Road Bridge | This small swing span is sentenced to the dumpster despite its historic and visual qualities. The technical description of the main or most noteworthy span of the bridge is a 184 ft (56.08 m) metal rivet-connected Warren through truss, movable: swing, Center Pier. The bridge was primarily built by C. J. Nystedt and M. A. Jenkins. | 38.276790 | -121.497810 | Twin Cities Road (CR-E13) | Snodgrass Slough | Rural | Sacramento County, California | California | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Swing | Center Pier | 0 | 1 | Concrete | Slab | Fixed | 0 | 30 | 1931 | 1965 | C. J. Nystedt and M. A. Jenkins | 6 | 6 | 184 | 56.08 | 1038 | 316.38 | 21 | 6.4 | https://historicbridges.org/california/twincitiesroadsnodgrassslough/little_day3_twincitiesroadsnodgrasssloughbridge03861_small.jpg | https://historicbridges.org/california/twincitiesroadsnodgrassslough/little_day3_twincitiesroadsnodgrasssloughbridge03861.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/twincitiesroadsnodgrassslough/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.276790,-121.497810 | ||||||||
| 3160 | Snow Road Bridge | A small but unaltered example of a steel stringer bridge with lattice railing. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 41.924700 | -86.480080 | Snow Road | Drain To Hickory Creek | Rural | Berrien County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/snow/little_5162011_246_small.jpg | https://historicbridges.org/michigan/snow/little_5162011_270.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/snow/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.924700,-86.480080 | |||||||||||||||||
| 3161 | Snyder Memorial Bridge | This extraordinary bridge is extremely ornate, and has a unique design that combines an arch with a truss. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal three-hinged through arch, fixed. The bridge was primarily built by Unknown. | 39.933600 | -83.837030 | Snyder Park Road | Buck Creek | Springfield | Clark County, Ohio | Ohio | United States | Metal | Three-Hinged | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1897 | 1995 | Unknown | 9 | 9 | 120 | 36.58 | 124 | 37.8 | 22 | 6.71 | https://historicbridges.org/ohio/snyderpark/little_img_3035_small.jpg | https://historicbridges.org/ohio/snyderpark/little_img_3035.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/snyderpark/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.933600,-83.837030 | |||||||||||||||
| 3163 | Snyder Road Bridge | This beautiful metal truss bridge has an unusual pony truss approach span and an impressive main span. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by York Bridge Company of York, Pennsylvania. | 40.332540 | -75.480900 | Snyder Road | Perkiomen Creek | Perkiomenville | Montgomery County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Parker | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 1904 | 1996 | York Bridge Company of York, Pennsylvania | 7 | 7 | 120 | 36.58 | 172 | 52.43 | 15 | 4.57 | https://historicbridges.org/pennsylvania/perkiomenville/little_dscf0234_small.jpg | https://historicbridges.org/pennsylvania/perkiomenville/little_dscf0234.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/perkiomenville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.332540,-75.480900 | ||||||||
| 3164 | Soda Creek Private Bridge North | Soda Canyon Private Bridge North | One of two small and unusual private driveway bridges on this creek. The technical description of the main or most noteworthy span of the bridge is a wood Kingpost pony truss, fixed. The bridge was primarily built by Unknown. | 38.374910 | -122.282030 | Private Driveway | Soda Creek | Rural | Napa County, California | California | United States | Wood | Kingpost | Pony | Truss | Fixed | 2 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/california/sodacanyonroadprivatebridgenorth/little_day5_sodacanyonroadprivatebridgenorth07248_small.jpg | https://historicbridges.org/california/sodacanyonroadprivatebridgenorth/little_day5_sodacanyonroadprivatebridgenorth07248.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/sodacanyonroadprivatebridgenorth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.374910,-122.282030 | ||||||||||||||
| 3167 | Soldiers Home Bridge | Steel Bridge | This magnificent bridge is extremely hard to photograph due to adjacent trees. The technical description of the main or most noteworthy span of the bridge is a 288 ft (87.78 m) metal three-hinged Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily built by Bayne and Hewett of Minneapolis, Minnesota. | 44.912420 | -93.207000 | Soldiers Road | Minnehaha Creek | Minneapolis | Hennepin County, Minnesota | Minnesota | United States | Metal | Solid Ribbed Spandrel Braced | Three-Hinged | Deck | Arch | Fixed | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 8 | 1908 | 1997 | Bayne and Hewett of Minneapolis, Minnesota | 8 | 8 | 288 | 87.78 | 626.7 | 191.02 | 18 | 5.49 | https://historicbridges.org/minnesota/minnehahaparksoldiershome/little_minnehahaparksoldiershome3681_small.jpg | https://historicbridges.org/minnesota/minnehahaparksoldiershome/little_minnehahaparksoldiershome3681.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/minnehahaparksoldiershome/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.912420,-93.207000 | |||||||||
| 3168 | Songo Lock Bridge | This early American Bridge Company Bridge is an extremely rare operable hand turned swing bridge, and is of simple design. The technical description of the main or most noteworthy span of the bridge is a 56 ft (17.07 m) metal through girder, movable: swing, Center Bearing Bobtail. The bridge was primarily built by American Bridge Company of New York, New York. | 43.931930 | -70.577980 | State Park Road | Songo River | Rural | Cumberland County, Maine | Maine | United States | Metal | Through | Girder | Movable: Swing | Center Bearing Bobtail | 0 | 1 | 0 | 0 | 1901 | 1926 | American Bridge Company of New York, New York | 8 | 8 | 56 | 17.07 | 60 | 18.29 | 13.5 | 4.11 | https://historicbridges.org/maine/stateparkroad/little_p1500224_small.jpg | https://historicbridges.org/maine/stateparkroad/little_p1500224.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maine/stateparkroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.931930,-70.577980 | |||||||||||||||
| 3169 | ! | Sonora Road Bridge | TR-445 Bridge | A traditional Pratt through truss creates a beautiful historic landmark to the surrounding area. The technical description of the main or most noteworthy span of the bridge is a 87 ft (26.52 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Indiana Bridge Company of Muncie, Indiana. | 39.887580 | -84.590050 | Sonora Road (TR-445) | Twin Creek | Rural | Preble County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1902 | 0 | Indiana Bridge Company of Muncie, Indiana | 7 | 6 | 87 | 26.52 | 93 | 28.35 | 15.7 | 4.79 | https://historicbridges.org/ohio/sonora/little_pict2836_small.jpg | https://historicbridges.org/ohio/sonora/little_pict2836.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/sonora/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.887580,-84.590050 | ||||||||||||
| 3170 | Soo Line High Bridge | Arcola High Bridge | This unique arch bridge is one of the most significant examples of its type in the country. The technical description of the main or most noteworthy span of the bridge is a 350 ft (106.68 m) metal three-hinged Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Claude Allen Porter Turner of Minneapolis, Minnesota. Special note about bridge location: This bridge is best viewed and approached from the west, where you can walk trails through a | 45.123210 | -92.742760 | Railroad (Canadian National) | St. Croix River | Rural | Washington County, Minnesota and St. Croix County, Wisconsin | Minnesota and Wisconsin | United States | This bridge is best viewed and approached from the west, where you can walk trails through a | Metal | Solid Ribbed Spandrel Braced | Three-Hinged | Deck | Arch | Fixed | 7 | 5 | Metal | Deck | Girder | Fixed | 0 | 8 | 1911 | 0 | American Bridge Company of New York, New York | Claude Allen Porter Turner of Minneapolis, Minnesota | 9 | 10 | 350 | 106.68 | 2682 | 817.47 | 0 | 0 | https://historicbridges.org/minnesota/soolinehigh/little_soolinehigh5403_4_5_fused_small.jpg | https://historicbridges.org/minnesota/soolinehigh/little_soolinehigh5403_4_5_fused.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/soolinehigh/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.123210,-92.742760 | |||||||
| 3171 | Soo Line Powder Mill Creek Bridge | An example of small-scale railroad concrete arch construction. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 46.473790 | -90.071860 | Railroad (Abandoned Soo Line) | Powder Mill Creek | Near Bessemer | Gogebic County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 1 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/soolinepowdermill/bkg_IMG_0409-163_small.jpg | https://historicbridges.org/michigan/soolinepowdermill/IMG_0409.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/soolinepowdermill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.473790,-90.071860 | |||||||||||||||
| 3172 | Souder Avenue Bridge | This bridge is significant for its distinctive, decorative colored tiles. The technical description of the main or most noteworthy span of the bridge is a metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 39.961860 | -83.022890 | Railroad (Conrail) | Souder Avenue | Columbus | Franklin County, Ohio | Ohio | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 3 | 0 | 0 | 0 | 0 | Unknown | 3 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/souder/little_souder_037_small.jpg | https://historicbridges.org/ohio/souder/little_souder_037.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/souder/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.961860,-83.022890 | |||||||||||||||||
| 3173 | South Avenue Bridge | One of the individually unique and beautiful bridges crossing one of the most important historic highways in the country. The technical description of the main or most noteworthy span of the bridge is a 68 ft (20.73 m) concrete rigid-frame, fixed. The bridge was primarily built by Daniel Deering Construction Company of Norwalk, Connecticut. | 41.119110 | -73.483100 | South Avenue (CT-124) | Merritt Parkway (CT-15) | New Canaan | Fairfield County, Connecticut | Connecticut | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1937 | 0 | Daniel Deering Construction Company of Norwalk, Connecticut | 6 | 6 | 68 | 20.73 | 79 | 24.08 | 45 | 13.72 | https://historicbridges.org/connecticut/south/little_img_2181_small.jpg | https://historicbridges.org/connecticut/south/little_img_2181.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/south/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.119110,-73.483100 | |||||||||||||||||
| 3176 | South Bend Canadian National Railroad Bridge | This bridge features ornate highway overpasses. The technical description of the main or most noteworthy span of the bridge is a 108 ft (32.92 m) metal deck girder, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 41.664380 | -86.235120 | Railroad (Canadian National) | St. Joseph River, Northside Boulevard, and Lincoln Way (IN-933) | South Bend | St. Joseph County, Indiana | Indiana | United States | Metal | Deck | Girder | Fixed | 0 | 6 | 0 | 0 | 1929 | 0 | American Bridge Company of New York, New York | 3 | 5 | 108 | 32.92 | 608 | 185.32 | 0 | 0 | https://historicbridges.org/indiana/eddy/little_southbendrr020_small.jpg | https://historicbridges.org/indiana/eddy/little_southbendrr020.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/eddy/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.664380,-86.235120 | ||||||||||||||||
| 3177 | South Bridge (Stone Facing) | Animal Bridge | The decorative stone and sculptures from an extremely rare Kahn reinforced concrete arch bridge were salvaged and placed on a replacement bridge. The technical description of the main or most noteworthy span of the bridge is a 47.2 ft (14.39 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Thomas E. Hill. The bridge was primarily designed by Peter J. Weber. | 41.775900 | -87.575150 | US-41 (Coast Guard Drive) | Jackson Park South Lagoon | Chicago | Cook County, Illinois | Illinois | United States | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1904 | 2003 | Thomas E. Hill | Peter J. Weber | 8 | 8 | 47.2 | 14.39 | 49.2 | 15 | 67.3 | 20.51 | https://historicbridges.org/illinois/jacksonsouthus41/little_p1290245_small.jpg | https://historicbridges.org/illinois/jacksonsouthus41/little_p1290245.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/jacksonsouthus41/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.775900,-87.575150 | |||||||||||||
| 3179 | ! | South Canal Bridge | This once proud truss bridge has suffered from structural failure. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Boston Bridge Works of Boston, Massachusetts. | 42.700910 | -71.161660 | Access Road | South Canal | Lawrence | Essex County, Massachusetts | Massachusetts | United States | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Boston Bridge Works of Boston, Massachusetts | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/massachusetts/southcanal/little_pict6550_small.jpg | https://historicbridges.org/massachusetts/southcanal/little_img_1900.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/southcanal/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.700910,-71.161660 | |||||||||||||
| 3180 | South Cass Street Bridge | American Legion Memorial Bridge | The beauty of this Luten bridge was decimated by the removal of its decorative railings. The technical description of the main or most noteworthy span of the bridge is a 68 ft (20.73 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Aldrich and Cook and Jerome Wilhelm. | 44.760833 | -85.620833 | South Cass Street | Boardman River | Traverse City | Grand Traverse County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1930 | 0 | Aldrich and Cook and Jerome Wilhelm | 2 | 4 | 68 | 20.73 | 68 | 20.73 | 40 | 12.19 | https://historicbridges.org/michigan/traverse_cass_south/little_dscf4463_small.jpg | https://historicbridges.org/michigan/traverse_cass_south/little_dscf4463.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/traverse_cass_south/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.760833,-85.620833 | ||||||||||||||
| 3181 | South County Line Road Bridge | Bricker Road Bridge | The county's only highway truss, this bridge was relocated onto a rail-trail. The technical description of the main or most noteworthy span of the bridge is a 78 ft (23.77 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 43.268740 | -85.100830 | Fred Meijer Heartland Trail | Fish Creek | Rural (Near Stanton) | Montcalm County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 1880 | 1998 | Unknown | 6 | 7 | 78 | 23.77 | 80.5 | 24.54 | 11.8 | 3.6 | https://historicbridges.org/michigan/southcountyline/little_pict7029_small.jpg | https://historicbridges.org/michigan/southcountyline/little_pict7029.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/southcountyline/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.268740,-85.100830 | |||||||||||||
| 3182 | South Deere Park Bridge | This tiny concrete arch bridge has an attractive stone facing. The technical description of the main or most noteworthy span of the bridge is a 32.2 ft (9.81 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 42.153530 | -87.761540 | South Deere Park Drive | Ravine | Highland Park | Lake County, Illinois | Illinois | United States | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1928 | 1994 | Unknown | 5 | 6 | 32.2 | 9.81 | 44 | 13.41 | 18 | 5.49 | https://historicbridges.org/illinois/deerepark/little_deerepark1886_small.jpg | https://historicbridges.org/illinois/deerepark/little_deerepark1886.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/deerepark/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.153530,-87.761540 | |||||||||||||||
| 3183 | South Island Park Bridge | This is a small concrete arch bridge with a stone facing. The technical description of the main or most noteworthy span of the bridge is a concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 41.882150 | -88.303200 | Fox River Trail (Non-Motorized Traffic) | Fox River East Channel | Geneva | Kane County, Illinois | Illinois | United States | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 0 | 0 | Unknown | 4 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/genevapark/little_p1170322_3_4_enhanced_small.jpg | https://historicbridges.org/illinois/genevapark/little_p1170322_3_4_enhanced.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/genevapark/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.882150,-88.303200 | |||||||||||||||
| 3184 | South Road Bridge | Iowa Bridge Number 63170 | A small, but attractive riveted pony truss just off the main road. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 43.359410 | -91.237410 | South Road Drive | Clear Creek | Rural | Allamakee County, Iowa | Iowa | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 8 | 1 | 0 | 0 | 1915 | 1962 | Unknown | 4 | 5 | 70 | 21.34 | 72.2 | 22.01 | 18 | 5.49 | https://historicbridges.org/iowa/southroad/little_dscf5397_small.jpg | https://historicbridges.org/iowa/southroad/little_dscf5397.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/southroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.359410,-91.237410 | |||||||||||||
| 3185 | South Bridge | Bernard Lown Peace Bridge | This is an impressive multi-span example of a 1930s truss bridge in Maine. The technical description of the main or most noteworthy span of the bridge is a 235 ft (71.63 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. | 44.089430 | -70.221350 | Cedar Street and Broad Street | Androscoggin River | Lewiston and Auburn | Androscoggin County, Maine | Maine | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 3 | 0 | 0 | 1937 | 1996 | Phoenix Bridge Company of Phoenixville, Pennsylvania | 6 | 7 | 235 | 71.63 | 723 | 220.37 | 40.7 | 12.41 | https://historicbridges.org/maine/south/little_p1480357_small.jpg | https://historicbridges.org/maine/south/little_p1480357.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maine/south/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.089430,-70.221350 | |||||||||||||
| 3186 | South St. Paul Railroad Bridge | Chicago and North Western Railroad Bridge | This swing bridge was demolished and replaced in 1981, but the approach truss span remains original and noteworthy. The technical description of the main or most noteworthy span of the bridge is a 401 ft (122.22 m) metal rivet-connected Polygonal Warren through truss, movable: swing, Center Pier. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin and American Bridge Company of New York, New York. | 44.918500 | -93.050710 | Railroad (Union Pacific) | Mississippi River | South St. Paul | Dakota County, Minnesota and Ramsey County, Minnesota | Minnesota | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Movable: Swing | Center Pier | 0 | 1 | Metal | Pratt | Pin-Connected | 7 | 0 | 1910 | 0 | Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin and American Bridge Company of New York, New York | 7 | 5 | 401 | 122.22 | 1275 | 388.62 | 0 | 0 | https://historicbridges.org/minnesota/southstpaul/little_southstpaul1334_small.jpg | https://historicbridges.org/minnesota/southstpaul/little_southstpaul1334.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/southstpaul/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.918500,-93.050710 | |||||||||
| 3187 | South Union Street Bridge | One of the most important bridges in the Traverse City collection of old and historic bridges. The technical description of the main or most noteworthy span of the bridge is a 72.8 ft (22.19 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by L. W. Lamb Company of Jackson, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 44.761944 | -85.623611 | South Union Street | Boardman River | Traverse City | Grand Traverse County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1931 | 0 | L. W. Lamb Company of Jackson, Michigan | Michigan State Highway Department | 2 | 3 | 72.8 | 22.19 | 74.8 | 22.8 | 40 | 12.19 | https://historicbridges.org/michigan/traverse_union_south/little_dscf4446_small.jpg | https://historicbridges.org/michigan/traverse_union_south/little_dscf4446.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/traverse_union_south/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.761944,-85.623611 | ||||||||||||||||
| 3190 | Southern Michigan Railroad Bridge | Tecumseh Railroad Bridge | A beautiful historic bridge, with a documented builder history, today carries historic train tours! The technical description of the main or most noteworthy span of the bridge is a 116.9 ft (35.63 m) metal pin-connected Pratt deck truss, fixed. The bridge was primarily built by Detroit Bridge and Iron Works of Detroit, Michigan. | 41.943260 | -83.946070 | Railroad (Southern Michigan Railroad Society) | River Raisin | Near Tecumseh | Lenawee County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Deck | Truss | Fixed | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 3 | 1896 | 0 | Detroit Bridge and Iron Works of Detroit, Michigan | 7 | 8 | 116.9 | 35.63 | 254.9 | 77.69 | 0 | 0 | https://historicbridges.org/truss/tecumseh/little_pict0148_small.jpg | https://historicbridges.org/truss/tecumseh/little_pict0148.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/tecumseh/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.943260,-83.946070 | |||||||||
| 3191 | Southern Avenue Railroad Truss Bridge | A rare example of a continuous truss with assymetrical configuration, this massive, wide structure is the only truss railroad overpass in the lower peninsula. The technical description of the main or most noteworthy span of the bridge is a 109 ft (33.22 m) metal continuous rivet-connected Warren through truss, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. | 42.317660 | -83.160320 | Railroad (CSX) | Southern Avenue and Railroad (Norfolk Southern) | Dearborn | Wayne County, Michigan | Michigan | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 9 | Continuous | 3 | 0 | 0 | 1930 | 0 | McClintic-Marshall Company of Pittsburgh, Pennsylvania | 7 | 8 | 109 | 33.22 | 233 | 71.02 | 0 | 0 | https://historicbridges.org/truss/southern/little_pict0364_small.jpg | https://historicbridges.org/truss/southern/little_pict0364.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/southern/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.317660,-83.160320 | |||||||||||||
| 3193 | Southview Road Bridge | This is a strikingly crude and simple looking arch bridge that looks older than it really is. The technical description of the main or most noteworthy span of the bridge is a 34 ft (10.36 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 40.326500 | -80.254470 | Southview Road (PA-4039) | Millers Run | Rural | Washington County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1913 | 0 | Unknown | 5 | 4 | 34 | 10.36 | 54 | 16.46 | 14.8 | 4.51 | https://historicbridges.org/pennsylvania/southviewroad/little_southviewroad0369_small.jpg | https://historicbridges.org/pennsylvania/southviewroad/little_southviewroad0369.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/southviewroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.326500,-80.254470 | |||||||||||||||
| 3194 | Southview Road Railroad Overpass | This is a typical narrow tunnel-like concrete arch railroad overpass. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 40.326840 | -80.255250 | Railroad (Montour Rail-Trail) | Southview Road | Rural | Washington County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1913 | 0 | Unknown | 1 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/southviewroadoverpass/little_southviewroadoverpass0348_small.jpg | https://historicbridges.org/pennsylvania/southviewroadoverpass/little_southviewroadoverpass0348.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/southviewroadoverpass/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.326840,-80.255250 | |||||||||||||||
| 3197 | Spalding Railroad Bridge | This impressive lattice truss span is a testimony to the origins of this railroad line with Chicago NorthWestern. The technical description of the main or most noteworthy span of the bridge is a 119 ft (36.27 m) metal rivet-connected Lattice through truss, fixed. The bridge was primarily built by Unknown. | 45.694770 | -87.514880 | Railroad (Canadian National) | Cedar River | Spalding | Menominee County, Michigan | Michigan | United States | Metal | Lattice | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1917 | 0 | Unknown | 7 | 8 | 119 | 36.27 | 120 | 36.58 | 12 | 3.66 | https://historicbridges.org/michigan/spaldingrrbridge/little_spaldingrrbridge_0847_small.jpg | https://historicbridges.org/michigan/spaldingrrbridge/little_spaldingrrbridge_0847.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/spaldingrrbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.694770,-87.514880 | ||||||||||||||
| 3198 | Sparksville Bridge | Sparks Ferry Bridge / Jackson County Bridge 203 | This bridge is a large, multi-span example of its type, and its individual spans are large as well. The technical description of the main or most noteworthy span of the bridge is a 180.8 ft (55.11 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Youngstown Bridge Company of Youngstown, Ohio. | 38.777670 | -86.227230 | Sparks Ferry Road (CR-1040 West) | East Fork White River | Rural | Jackson County, Indiana and Washington County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 10 | 2 | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 4 | 1 | 1890 | 0 | Youngstown Bridge Company of Youngstown, Ohio | 7 | 8 | 180.8 | 55.11 | 424.2 | 129.3 | 15.4 | 4.69 | https://historicbridges.org/indiana/sparksferry/little_dscf7040_small.jpg | https://historicbridges.org/indiana/sparksferry/little_dscf7040.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/sparksferry/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.777670,-86.227230 | |||||||
| 3202 | Speed River Railway Bridge | Guelph Railway Bridge | This is a small deck plate girder resting on stone abutments. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. | 43.547020 | -80.243120 | Railroad (Canadian Pacific) | Speed River | Guelph | Wellington County, Ontario | Ontario | Canada | Metal | Deck | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 1 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/guelphrr/little_guelphrr1322_small.jpg | https://historicbridges.org/ontario/guelphrr/little_guelphrr1322.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/guelphrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.547020,-80.243120 | |||||||||||||||
| 3203 | Speers Railroad Bridge | Belle Vernon Railroad Bridge | This giant bridge is one of the only bridges in the entire state to display the rare K-truss configuration. The technical description of the main or most noteworthy span of the bridge is a 450 ft (137.16 m) metal rivet-connected K-Truss through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by A. N. Doud. | 40.127150 | -79.879400 | Railroad (Norfolk Southern) | Monongahela River | Belle Vernon and Speers | Washington County, Pennsylvania and Westmoreland County, Pennsylvania | Pennsylvania | United States | Metal | K-Truss | Rivet-Connected | Through | Truss | Fixed | 12 | 3 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 0 | 0 | 1930 | 0 | American Bridge Company of New York, New York | A. N. Doud | 8 | 8 | 450 | 137.16 | 2610 | 795.53 | 0 | 0 | https://historicbridges.org/pennsylvania/speersrr/bkg_swpenn0867_small.jpg | https://historicbridges.org/pennsylvania/speersrr/swpenn071676.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/speersrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.127150,-79.879400 | ||||||
| 3204 | ! | Sperry Road Bridge | A good example of a 1940s bridge that features an uncommon railing design. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal stringer (multi-beam), fixed. The bridge was primarily built by D. T. Frank. | 42.961350 | -82.905560 | Sperry Road | Belle River | Rural | St. Clair County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | 1948 | 0 | D. T. Frank | 2 | 4 | 40 | 12.19 | 79.7 | 24.29 | 28 | 8.53 | https://historicbridges.org/beam/sperry/bkg_07hbme287_small.jpg | https://historicbridges.org/beam/sperry/07hbme532.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=beam/sperry/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.961350,-82.905560 | ||||||||||||||||
| 3207 | Spoolsville Bridge | An attractive concrete arch bridge adds beauty to a historic route. The technical description of the main or most noteworthy span of the bridge is a 85 ft (25.91 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 39.450250 | -77.562620 | Old National Pike (US-40 ALT) | Catoctin Creek | Rural | Frederick County, Maryland | Maryland | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1923 | 0 | Unknown | 5 | 5 | 85 | 25.91 | 85 | 25.91 | 24 | 7.32 | https://historicbridges.org/maryland/spoolsville/little_pict3628_small.jpg | https://historicbridges.org/maryland/spoolsville/little_pict3628.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/spoolsville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.450250,-77.562620 | |||||||||||||||
| 3208 | Sport Hill Road Bridge | Easton Turnpike Bridge | One of the individually unique and beautiful bridges crossing one of the most important historic highways in the country. The technical description of the main or most noteworthy span of the bridge is a 78 ft (23.77 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 41.220850 | -73.254440 | Sport Hill Road (Easton Turnpike, CT-59) | Merritt Parkway (CT-15) | Plattsville | Fairfield County, Connecticut | Connecticut | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1936 | 1995 | Unknown | 6 | 6 | 78 | 23.77 | 81 | 24.69 | 48 | 14.63 | https://historicbridges.org/connecticut/59/little_img_2368_small.jpg | https://historicbridges.org/connecticut/59/little_img_2368.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/59/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.220850,-73.254440 | ||||||||||||||||
| 3209 | Sportman Road Bridge | This traditonal pin-connected through truss has had a load-bearing arch added. The technical description of the main or most noteworthy span of the bridge is a 84 ft (25.6 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 41.785040 | -79.709980 | Sportman Road (TR-896) | East Branch Oil Creek | Rural | Crawford County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 1901 | 1994 | Unknown | 7 | 7 | 84 | 25.6 | 85 | 25.91 | 13 | 3.96 | https://historicbridges.org/pennsylvania/sportmanroad/little_sportmanroad0301_small.jpg | https://historicbridges.org/pennsylvania/sportmanroad/little_sportmanroad0301.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/sportmanroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.785040,-79.709980 | ||||||||||||||
| 3210 | Sportman Road Railroad Bridge | An abandoned railroad plate girder bridge. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. | 41.784590 | -79.709070 | Railroad (Abandoned Oil Creek and Allegheny Valley Railroad) | East Branch Oil Creek | Rural | Crawford County, Pennsylvania | Pennsylvania | United States | Metal | Deck | Girder | Fixed | 0 | 3 | 0 | 0 | 0 | 0 | Unknown | 2 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/sportmanroadrr/little_sportmanroadrr0253_small.jpg | https://historicbridges.org/pennsylvania/sportmanroadrr/little_sportmanroadrr0253.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/sportmanroadrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.784590,-79.709070 | ||||||||||||||||
| 3211 | Spring Brook Bridge | A nice concrete arch bridge with interesting and unique guardrails. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 42.510180 | -84.658830 | Pedestrian Path | Spring Brook | Eaton Rapids | Eaton County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/other/springbrook/little_p1000113_small.jpg | https://historicbridges.org/other/springbrook/little_p1000113.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/springbrook/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.510180,-84.658830 | |||||||||||||||
| 3212 | Spring City Royersford Bridge | This bridge still looks beautiful underneath, but the deck has been replaced and is lacking in aesthetics. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 40.182550 | -75.545210 | Bridge Street (Main Street, PA-1043) | Schuylkill River | Royersford and Spring City | Montgomery County, Pennsylvania and Chester County, Pennsylvania | Pennsylvania | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1922 | 1984 | Unknown | 5 | 4 | 120 | 36.58 | 346 | 105.46 | 29.2 | 8.9 | https://historicbridges.org/pennsylvania/springcitybridgestreet/little_springcitybridgest001_small.jpg | https://historicbridges.org/pennsylvania/springcitybridgestreet/little_springcitybridgest001.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/springcitybridgestreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.182550,-75.545210 | |||||||||||||||
| 3214 | Spring Grove Road Bridge | This t-beam bridge is noted for its unusually attractive concrete balustrade railing. The technical description of the main or most noteworthy span of the bridge is a 42 ft (12.8 m) concrete t-beam, fixed. The bridge was primarily built by Ira J. Reighter Construction Company. | 40.143800 | -76.020660 | Spring Grove Road (PA-1021) | Conestoga River | Rural | Lancaster County, Pennsylvania | Pennsylvania | United States | Concrete | T-Beam | Fixed | 0 | 3 | 0 | 0 | 1927 | 0 | Ira J. Reighter Construction Company | 3 | 5 | 42 | 12.8 | 136 | 41.45 | 20 | 6.1 | https://historicbridges.org/pennsylvania/springgroveroad/little_springgroveroad010_small.jpg | https://historicbridges.org/pennsylvania/springgroveroad/little_springgroveroad010.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/springgroveroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.143800,-76.020660 | |||||||||||||||||
| 3215 | Spring Mountain Road Bridge | This is one of many small stone arch bridges in Napa County. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by J. B. Newman. | 38.506480 | -122.481840 | Spring Mountain Road | York Creek | Rural | Napa County, California | California | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1903 | 0 | J. B. Newman | 5 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/california/springmountainroadarch/little_day5_springmountainroadarch07292_small.jpg | https://historicbridges.org/california/springmountainroadarch/little_day5_springmountainroadarch07292.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/springmountainroadarch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.506480,-122.481840 | |||||||||||||||
| 3216 | York Creek Bridge | This bridge is one of the only known surviving examples in North America of a cast iron arch bridge. The technical description of the main or most noteworthy span of the bridge is a metal (cast iron) hingeless deck arch, fixed. The bridge was primarily built by Unknown. | 38.507001 | -122.487994 | Private Drive | York Creek | Rural | Napa County, California | California | United States | Metal (Cast Iron) | Hingeless | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1885 | 0 | Unknown | 9 | 10 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/california/springmountainroadprivate/little_day5_springmountainroadprivateironarch07325_small.jpg | https://historicbridges.org/california/springmountainroadprivate/little_day5_springmountainroadprivateironarch07325.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/springmountainroadprivate/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.507001,-122.487994 | |||||||||||||||
| 3218 | Spring Street Railroad Overpass | This overpass is one of several similar structures in the city. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. | 41.758480 | -88.309670 | Railroad (Burlington Northern and Santa Fe) | Spring Street | Aurora | Kane County, Illinois | Illinois | United States | Concrete | Slab | Fixed | 0 | 4 | 0 | 0 | 0 | 0 | Unknown | 1 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/spring/little_p1170939_small.jpg | https://historicbridges.org/illinois/spring/little_p1170939.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/spring/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.758480,-88.309670 | |||||||||||||||||
| 3220 | Springs Mill Road Bridge | This odd looking little bridge is an early example of a concrete slab type bridge in the area. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. | 39.837990 | -75.651300 | Springs Mill Road (PA-3019) | Branch Red Clay Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Concrete | Slab | Fixed | 0 | 1 | 0 | 0 | 1915 | 0 | Unknown | 3 | 1 | 0 | 0 | 21 | 6.4 | 0 | 0 | https://historicbridges.org/pennsylvania/springsmillroad/little_springsmillroad011_small.jpg | https://historicbridges.org/pennsylvania/springsmillroad/little_springsmillroad011.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/springsmillroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.837990,-75.651300 | |||||||||||||||||
| 3221 | Stackpole Bridge | With a tiny span and large abutments, this is the oldest known highway bridge in Maine. The technical description of the main or most noteworthy span of the bridge is a 7 ft (2.13 m) stone Semicircular through arch, fixed. The bridge was primarily built by Unknown. | 43.557180 | -70.526800 | Simpson Road | Stackpole Creek | Saco | York County, Maine | Maine | United States | Stone | Semicircular | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1848 | 0 | Unknown | 7 | 9 | 7 | 2.13 | 110 | 33.53 | 0 | 0 | https://historicbridges.org/maine/stackpole/little_5_small.jpg | https://historicbridges.org/maine/stackpole/little_5.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maine/stackpole/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.557180,-70.526800 | |||||||||||||||
| 3222 | Stadium Drive Railroad Overpass | Red Arrow Highway Railroad Overpass | This plate girder with imposing girders and abutments provides grade separation for a former trunk line roadway. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal through girder, fixed. The bridge was primarily built by Dominion Construction Company. The bridge was primarily designed by Michigan State Highway Department. | 42.246340 | -85.741120 | Railroad (Amtrak) | Stadium Drive (Red Arrow Highway) | Rural | Kalamazoo County, Michigan | Michigan | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1934 | 0 | Dominion Construction Company | Michigan State Highway Department | 2 | 5 | 90 | 27.43 | 110.2 | 33.59 | 0 | 0 | https://historicbridges.org/other/stadium/little_pict3546_small.jpg | https://historicbridges.org/other/stadium/little_pict3546.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/stadium/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.246340,-85.741120 | ||||||||||||||
| 3223 | Stamm Road Bridge | This abandoned bridge is noted for its decorative railings and skew. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected half-hip pony truss, fixed. The bridge was primarily built by Unknown. | 41.324070 | -80.341870 | Stamm Road | Lawango Run | New Hamburg | Mercer County, Pennsylvania | Pennsylvania | United States | Metal | Pin-Connected | Half-Hip Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/stamm/little_img_9376_small.jpg | https://historicbridges.org/pennsylvania/stamm/little_img_9376.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/stamm/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.324070,-80.341870 | |||||||||||||||
| 3224 | Stancer Road Bridge | Significant for a documented builder and date, this attractive bridge remained open to traffic for many years before finally being closed. The technical description of the main or most noteworthy span of the bridge is a 88 ft (26.82 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. | 42.021500 | -85.090740 | Stancer Road | Coldwater River | Rural | Branch County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | Wood | Slab | Fixed | 0 | 2 | 1888 | 2007 | Massillon Bridge Company of Massillon, Ohio | 7 | 7 | 88 | 26.82 | 118 | 35.97 | 14 | 4.27 | https://historicbridges.org/truss/stancer/little_stancerrd2-20-20_9534_small.jpg | https://historicbridges.org/truss/stancer/little_stancerrd2-20-20_9534.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/stancer/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.021500,-85.090740 | |||||||||||
| 3225 | Standardsburg Road Bridge | A 1920s era truss bridge adds beauty to its roadway. The technical description of the main or most noteworthy span of the bridge is a 118 ft (35.97 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Pan American Bridge Company of New Castle, Indiana. The bridge was primarily designed by Standard Engineering and Contracting Company. | 41.217220 | -82.702220 | Standardsburg Road (TR-90) | West Branch Huron River | Rural | Huron County, Ohio | Ohio | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1926 | 2012 | Pan American Bridge Company of New Castle, Indiana | Standard Engineering and Contracting Company | 6 | 6 | 118 | 35.97 | 128 | 39.01 | 19.7 | 6 | https://historicbridges.org/ohio/standardsburg/little_p1011238_small.jpg | https://historicbridges.org/ohio/standardsburg/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/standardsburg/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.217220,-82.702220 | |||||||||||||
| 3226 | Stanley Line Bridge | Grant Bridge | A classic Warren pony truss with riveted connections beautifies an agricultural landscape in Ontario. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 42.752150 | -82.340900 | Stanley Line | Bear Creek | St. Clair Township | Lambton County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 8 | 1 | 0 | 0 | 1932 | 0 | Unknown | 6 | 7 | 90 | 27.43 | 90 | 27.43 | 0 | 0 | https://historicbridges.org/truss/stanley/little_pict2678.jpg | https://historicbridges.org/truss/stanley/little_stanleyadd_brg_7025.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/stanley/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.752150,-82.340900 | |||||||||||||
| 3227 | Stanton Station Bridge | This extremely unique bridge features trussed floorbeams making it very significant. The technical description of the main or most noteworthy span of the bridge is a 102 ft (31.09 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Cleveland Bridge and Iron Company of Cleveland, Ohio. | 40.572440 | -74.867780 | Stanton Road | South Branch Raritan River | Stanton Station | Hunterdon County, New Jersey | New Jersey | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1880 | 1990 | Cleveland Bridge and Iron Company of Cleveland, Ohio | 8 | 8 | 102 | 31.09 | 103 | 31.39 | 14.8 | 4.51 | https://historicbridges.org/newjersey/stanton/little_pict5211_small.jpg | https://historicbridges.org/newjersey/stanton/little_pict5187.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/stanton/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.572440,-74.867780 | ||||||||||||||
| 3228 | Starrucca Viaduct | One of the oldest and longest railroad bridges in Pennsylvania, this is one of the largest stone railroad bridges in the country. The technical description of the main or most noteworthy span of the bridge is a 51 ft (15.54 m) stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by J. P. Kirkwood and J. W. Adams. | 41.964380 | -75.583680 | Railroad (Erie Railway) | Starrucca Creek, Railroad, and Highways | Lanesboro | Susquehanna County, Pennsylvania | Pennsylvania | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 17 | 0 | 0 | 1848 | 0 | Unknown | J. P. Kirkwood and J. W. Adams | 9 | 9 | 51 | 15.54 | 1040 | 316.99 | 26 | 7.92 | https://historicbridges.org/pennsylvania/starrucca/little_img_1293_large_small.jpg | https://historicbridges.org/pennsylvania/starrucca/little_img_1293_large.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/starrucca/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.964380,-75.583680 | ||||||||||||||
| 3229 | State Line Bridge | Lake County Bridge 36 | This extremely rare and beautiful pin connected Pennsylvania is to be preserved after a fight to save it. The technical description of the main or most noteworthy span of the bridge is a 221.8 ft (67.6 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Unknown. | 41.165850 | -87.526600 | State Line Road | Kankakee River | Rural | Kankakee County, Illinois and Lake County, Indiana | Illinois and Indiana | United States | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 12 | 1 | 0 | 0 | 0 | 1926 | Unknown | 8 | 8 | 221.8 | 67.6 | 223.8 | 68.21 | 17 | 5.18 | https://historicbridges.org/indiana/stateline/bkg_lake39_small.jpg | https://historicbridges.org/indiana/stateline/lake177.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/stateline/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.165850,-87.526600 | |||||||||||||
| 3230 | State Line Road Bridge | Garvins Bridge | A small pony truss with non-structural concrete posts at the end. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania. | 40.765210 | -80.504610 | State Line Road | Brush Run | Rural | Beaver County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1929 | 0 | Penn Bridge Company of Beaver Falls, Pennsylvania | 5 | 5 | 40 | 12.19 | 44 | 13.41 | 16 | 4.88 | https://historicbridges.org/pennsylvania/stateline/bkg_swpenn1411_small.jpg | https://historicbridges.org/pennsylvania/stateline/swpenn073447.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/stateline/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.765210,-80.504610 | |||||||||||||
| 3231 | State Line Road Bridge | This small truss bridge has had beams added to do the work of supporting the road. The technical description of the main or most noteworthy span of the bridge is a 27 ft (8.23 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. | 41.889180 | -80.519360 | State Line Road (TR-300) | Ashtabula Creek | Rural | Erie County, Pennsylvania and Ashtabula County, Ohio | Ohio and Pennsylvania | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1910 | 0 | Unknown | 6 | 5 | 27 | 8.23 | 30 | 9.14 | 15.4 | 4.69 | https://historicbridges.org/pennsylvania/statelineerie/bkg_swpenn1575_small.jpg | https://historicbridges.org/pennsylvania/statelineerie/swpenn073935.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/statelineerie/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.889180,-80.519360 | ||||||||||||||
| 3232 | State Line Road Bridge | A small pony truss offers some beauty to a rural road. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Central Construction Company. | 40.875480 | -80.519030 | State Line Road | North Fork Little Beaver Creek | Rural | Columbiana County, Ohio and Lawrence County, Pennsylvania | Ohio and Pennsylvania | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1914 | 1970 | Central Construction Company | 5 | 5 | 50 | 15.24 | 51 | 15.54 | 12.5 | 3.81 | https://historicbridges.org/ohio/stateline/bkg_swpenn1440_small.jpg | https://historicbridges.org/ohio/stateline/swpenn073550.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/stateline/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.875480,-80.519030 | ||||||||||||||
| 3234 | State Park Road Bridge | This pony truss bridge is in good condition and is noted for its span length. The technical description of the main or most noteworthy span of the bridge is a 118 ft (35.97 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Lackawanna Steel Construction Corporation of Buffalo, New York. | 43.932800 | -70.574290 | State Park Road | Crooked River | 1937 | Cumberland County, Maine | Maine | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 10 | 1 | 0 | 0 | 1937 | 0 | Lackawanna Steel Construction Corporation of Buffalo, New York | 6 | 6 | 118 | 35.97 | 123 | 37.49 | 22 | 6.71 | https://historicbridges.org/maine/stateparkroad2/little_p1500155_small.jpg | https://historicbridges.org/maine/stateparkroad2/little_p1500155.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maine/stateparkroad2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.932800,-70.574290 | ||||||||||||||
| 3236 | State Road Bridge | A somewhat early example of a pre-stressed concrete bridge, and an extremely late example of a bridge with R4 railings. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) pre-stressed concrete Adjacent box beam, fixed. The bridge was primarily built by Parmalee and Carpenter of Lansing, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 44.112310 | -85.683110 | State Road | Pine River | Rural | Lake County, Michigan | Michigan | United States | Pre-Stressed Concrete | Adjacent | Box Beam | Fixed | 0 | 3 | 0 | 0 | 1961 | 0 | Parmalee and Carpenter of Lansing, Michigan | Michigan State Highway Department | 1 | 1 | 40 | 12.19 | 120 | 36.58 | 26 | 7.92 | https://historicbridges.org/michigan/statepine/little_2011august034_small.jpg | https://historicbridges.org/michigan/statepine/little_2011august034.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/statepine/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.112310,-85.683110 | |||||||||||||||
| 3238 | State Street Bridge | Bataan-Corregidor Memorial Bridge | A wide truss bascule bridge in downtown Chicago, built in the 1940s. The technical description of the main or most noteworthy span of the bridge is a 245 ft (74.68 m) metal rivet-connected Pratt railing height truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Overland Construction Company of Chicago, Illinois. The bridge was primarily designed by City of Chicago. | 41.887490 | -87.627980 | State Street | Chicago River | Chicago | Cook County, Illinois | Illinois | United States | Metal | Pratt | Rivet-Connected | Railing Height | Truss | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 5 | 1949 | 1994 | Overland Construction Company of Chicago, Illinois | City of Chicago | 6 | 6 | 245 | 74.68 | 307 | 93.57 | 72 | 21.95 | https://historicbridges.org/truss/statest/little_dscf6114_small.jpg | https://historicbridges.org/truss/statest/little_addchi_brg_1071_2_3vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/statest/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.887490,-87.627980 | ||||||||
| 3239 | State Street Bridge | Plains Road Bridge | This unusual 1940s bridge is a graceful curved t-beam that features MSHD truss style riveted railings. The technical description of the main or most noteworthy span of the bridge is a 68 ft (20.73 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by B. H. Sargent of Grand Rapids, Michigan. | 42.509340 | -84.655000 | State Street (Plains Road) | Grand River | Eaton Rapids | Eaton County, Michigan | Michigan | United States | Concrete | Curved | T-Beam | Fixed | 0 | Continuous | 3 | 0 | 0 | 1948 | 0 | B. H. Sargent of Grand Rapids, Michigan | 3 | 5 | 68 | 20.73 | 170 | 51.82 | 24 | 7.32 | https://historicbridges.org/concrete/eatonrapids/little_pict3632_small.jpg | https://historicbridges.org/concrete/eatonrapids/little_pict3632.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/eatonrapids/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.509340,-84.655000 | ||||||||||||||
| 3240 | Station Street Bridge | Raccoon Station Bridge | This fascinating arch bridge features a separate smaller arch uphill slightly for a sidewalk. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 40.382280 | -80.360470 | Railroad (Abandoned) | Station Street and Sidewalk | Joffre | Washington County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1905 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/stationst/little_pict0142_small.jpg | https://historicbridges.org/pennsylvania/stationst/little_pict0142.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/stationst/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.382280,-80.360470 | ||||||||||||||
| 3241 | Station Street Bridge | This attractive arch bridge has been rehabilitated. The technical description of the main or most noteworthy span of the bridge is a 76.8 ft (23.41 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 41.118850 | -87.875290 | Station Street | Kankakee River | Kankakee | Kankakee County, Illinois | Illinois | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 5 | 0 | 0 | 1924 | 1979 | Unknown | 4 | 5 | 76.8 | 23.41 | 379.3 | 115.61 | 30 | 9.14 | https://historicbridges.org/illinois/kankakeestation/little_dscf4598_small.jpg | https://historicbridges.org/illinois/kankakeestation/little_dscf4598.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/kankakeestation/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.118850,-87.875290 | |||||||||||||||
| 3242 | Steamboat Slough Bridge | This is a good example of a Strauss heel-trunnion bascule bridge with little alteration to the truss. The technical description of the main or most noteworthy span of the bridge is a 226 ft (68.88 m) metal rivet-connected Pratt through truss, movable: double leaf bascule, Heel Trunnion. The bridge was primarily built by Nystedt and Isham. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. | 38.304580 | -121.574580 | CA-160 | Steamboat Slough | Rural | Sacramento County, California | California | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Movable: Double Leaf Bascule | Heel Trunnion | 0 | 3 | Metal | 0 | 0 | 1924 | 1953 | Nystedt and Isham | Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois | 7 | 7 | 226 | 68.88 | 343 | 104.55 | 18 | 5.49 | https://historicbridges.org/california/ca160steamboatsloughbridge/little_day2_ca160steamboatsloughbridge00902_small.jpg | https://historicbridges.org/california/ca160steamboatsloughbridge/little_day2_ca160steamboatsloughbridge00902.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/ca160steamboatsloughbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.304580,-121.574580 | |||||||||||
| 3243 | Steele's Bridge | This is a fairly old, and multi-span example of a rigid-frame bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 44.298330 | -78.045160 | Asphodel 3rd Line | Ouse River | Rural | Peterborough County, Ontario | Ontario | Canada | Concrete | Rigid-Frame | Fixed | 0 | 2 | 0 | 0 | 1939 | 0 | Unknown | 4 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/steeles/little_p1580980_small.jpg | https://historicbridges.org/ontario/steeles/little_p1580980.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/steeles/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.298330,-78.045160 | |||||||||||||||||
| 3244 | Steele Road Bridge | Brown County Bridge 37 | This state standard pony truss was moved to this location in 1957. The technical description of the main or most noteworthy span of the bridge is a 82 ft (24.99 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 39.148630 | -86.346830 | Steele Road (T. C. Steele Road) | North Fork Salt Creek | Rural | Brown County, Indiana | Indiana | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 7 | 1 | 0 | 0 | 0 | 1957 | Unknown | 5 | 6 | 82 | 24.99 | 86 | 26.21 | 22 | 6.71 | https://historicbridges.org/indiana/steeleroad/little_steeleroad4936_small.jpg | https://historicbridges.org/indiana/steeleroad/little_steeleroad4936.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/steeleroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.148630,-86.346830 | |||||||||||||
| 3245 | Steel's Fishtrap Bridge | Norway Road Bridge | An extremely rare and highly significant example of a bowstring built by a smaller bridge company. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by Missouri Valley Bridge and Iron Company of Leavenworth, Kansas. | 39.026030 | -93.061410 | Norway Road (CR-225 / CR-351) | Salt Fork | Rural | Saline County, Missouri | Missouri | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1882 | 0 | Missouri Valley Bridge and Iron Company of Leavenworth, Kansas | 9 | 9 | 100 | 30.48 | 100 | 30.48 | 14 | 4.27 | https://historicbridges.org/missouri/fishtrap/little_dscf6200_small.jpg | https://historicbridges.org/missouri/fishtrap/little_dscf6200.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/fishtrap/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.026030,-93.061410 | |||||||||||||
| 3248 | Stephenson Railroad Bridge | One of a couple impressive lattice truss bridges on this section of railroad line. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Lattice through truss, fixed. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. | 45.412320 | -87.610480 | Railroad (Canadian National) | Little Cedar River | Stephenson | Menominee County, Michigan | Michigan | United States | Metal | Lattice | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1917 | 0 | Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin | 7 | 8 | 0 | 0 | 120 | 36.58 | 12 | 3.66 | https://historicbridges.org/michigan/stephensonrrbridge/little_stephensonrrbridge_2200_small.jpg | https://historicbridges.org/michigan/stephensonrrbridge/little_stephensonrrbridge_2200.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/stephensonrrbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.412320,-87.610480 | ||||||||||||||
| 3251 | Stevenson Bridge | This multi-span rainbow arch bridge is a rare example of its type. The technical description of the main or most noteworthy span of the bridge is a 108 ft (32.92 m) concrete tied Rainbow through arch, fixed. The bridge was primarily built by J. L. Webster. | 38.536860 | -121.851290 | Stevenson Bridge Road | Putah Creek | Rural | Solano County, California and Yolo County, California | California | United States | Concrete | Rainbow | Tied | Through | Arch | Fixed | 0 | 2 | Concrete | T-Beam | Fixed | 0 | 2 | 1923 | 0 | J. L. Webster | 7 | 7 | 108 | 32.92 | 298 | 90.83 | 20 | 6.1 | https://historicbridges.org/california/stevensonbridgeroad/little_day3_stevensonbridgeroad03619_small.jpg | https://historicbridges.org/california/stevensonbridgeroad/little_day3_stevensonbridgeroad03619.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/stevensonbridgeroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.536860,-121.851290 | |||||||||||
| 3252 | Stevens Road Bridge | This was the first of many historic truss bridges to be preserved in the county. The technical description of the main or most noteworthy span of the bridge is a 95 ft (28.96 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by York Bridge Company of York, Pennsylvania. | 39.560040 | -77.384390 | Stevens Road | Hunting Creek | Rural | Frederick County, Maryland | Maryland | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 1890 | 1990 | York Bridge Company of York, Pennsylvania | 5 | 5 | 95 | 28.96 | 97 | 29.57 | 12.8 | 3.9 | https://historicbridges.org/maryland/stevens/little_pict3819_small.jpg | https://historicbridges.org/maryland/stevens/little_pict3819.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/stevens/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.560040,-77.384390 | ||||||||||||||
| 3253 | Stewart Avenue Bridge | A late, but nonetheless uncommon example of a deck truss in western New York; beautiful views can be had from this bridge. The technical description of the main or most noteworthy span of the bridge is a 179.8 ft (54.8 m) metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. | 42.452450 | -76.489780 | Stewart Avenue | Fall Creek | Ithaca | Tompkins County, New York | New York | United States | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 0 | 1 | 0 | 0 | 1951 | 2004 | Unknown | 4 | 6 | 179.8 | 54.8 | 190 | 57.91 | 22.3 | 6.8 | https://historicbridges.org/newyork/stewart/bkg_newyork698_small.jpg | https://historicbridges.org/newyork/stewart/newyork2074.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/stewart/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.452450,-76.489780 | ||||||||||||||
| 3255 | Stockton Drive Deming Place Underpass | One of three stone faced concrete bridge on Stockton Drive in Lincoln Park. The technical description of the main or most noteworthy span of the bridge is a concrete (stone faced) slab, fixed. The bridge was primarily built by Unknown. | 41.929810 | -87.638760 | Stockton Drive | Pedestrian Walkway | Chicago | Cook County, Illinois | Illinois | United States | Concrete (Stone Faced) | Slab | Fixed | 0 | 1 | 0 | 0 | 1926 | 0 | Unknown | 4 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/lincolnpark2/main_small.jpg | https://historicbridges.org/illinois/lincolnpark2/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/lincolnpark2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.929810,-87.638760 | |||||||||||||||||
| 3256 | Stockton Drive Armitage Avenue Underpass | One of three stone faced concrete bridges on Stockton Drive in Lincoln Park. The technical description of the main or most noteworthy span of the bridge is a concrete (stone faced) slab, fixed. The bridge was primarily built by Unknown. | 41.919600 | -87.635160 | Stockton Drive | Pedestrian Walkway | Chicago | Cook County, Illinois | Illinois | United States | Concrete (Stone Faced) | Slab | Fixed | 0 | 1 | 0 | 0 | 1926 | 0 | Unknown | 4 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/lincolnpark1/little_img_20130828_172358_219_small.jpg | https://historicbridges.org/illinois/lincolnpark1/little_img_20130828_172358_219.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/lincolnpark1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.919600,-87.635160 | |||||||||||||||||
| 3257 | Stone Arch Bridge | This is an iconic railroad bridge in the city that has been converted for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 197 ft (60.05 m) stone Semicircular deck arch, fixed. The bridge was primarily built by Edward Darragh. The bridge was primarily designed by Charles C. Smith. | 44.980760 | -93.253410 | Railroad (Rail-Trail) | Mississippi River and Portland Avenue | Minneapolis | Hennepin County, Minnesota | Minnesota | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 21 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 10 | 1 | 1883 | 0 | Edward Darragh | Charles C. Smith | 7 | 8 | 197 | 60.05 | 2100 | 640.08 | 0 | 0 | https://historicbridges.org/minnesota/stonearch/little_stonearch0762_small.jpg | https://historicbridges.org/minnesota/stonearch/little_stonearch0762.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/stonearch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.980760,-93.253410 | ||||||||
| 3258 | Stone Arch Road Bridge | Bridge Number 0001 | With its distinctive portal bracing, this bridge is a noteworthy example of its builder and was beautifully restored. The technical description of the main or most noteworthy span of the bridge is a 81 ft (24.69 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. | 39.365990 | -86.066250 | Stone Arch Road (CR-200 East) | Nineveh Creek | Rural | Johnson County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1885 | 2011 | Massillon Bridge Company of Massillon, Ohio | 7 | 7 | 81 | 24.69 | 83 | 25.3 | 15.7 | 4.79 | https://historicbridges.org/indiana/cr200estonearchroad/little_rick462_small.jpg | https://historicbridges.org/indiana/cr200estonearchroad/little_rick462.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/cr200estonearchroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.365990,-86.066250 | |||||||||||||
| 3259 | Stone Arch Road Culvert | This tiny stone arch culvert appears to be where the name of this road comes from. The technical description of the main or most noteworthy span of the bridge is a stone deck arch, fixed. The bridge was primarily built by Unknown. | 39.362100 | -86.066210 | Stone Arch Road (CR-200 East) | Nineveh Creek Tributary | Rural | Johnson County, Indiana | Indiana | United States | Stone | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/indiana/cr200estonearchroadstone/little_cr200estonearchroadstone2831_small.jpg | https://historicbridges.org/indiana/cr200estonearchroadstone/little_cr200estonearchroadstone2831.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/cr200estonearchroadstone/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.362100,-86.066210 | ||||||||||||||||
| 3260 | Stonelick Williams Corner Road Bridge | St. Philomena Church Bridge | A beautiful bridge, this was bypassed by the county, providing a good example of historic bridge management. The technical description of the main or most noteworthy span of the bridge is a 136.2 ft (41.51 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by Champion Bridge Company of Wilmington, Ohio. | 39.128080 | -84.186450 | Stonelick Williams Corner Road (CR-116) | Stonelick Creek | Rural | Clermont County, Ohio | Ohio | United States | Metal | Camelback | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1904 | 1982 | Champion Bridge Company of Wilmington, Ohio | 7 | 8 | 136.2 | 41.51 | 140 | 42.67 | 16.4 | 5 | https://historicbridges.org/ohio/stonelick/little_pict1802_small.jpg | https://historicbridges.org/ohio/stonelick/little_pict1802.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/stonelick/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.128080,-84.186450 | |||||||||||||
| 3261 | Stone Bridge | Standing out for its curved roadway, this is the most impressive of three similar bridges on this stretch of Sheridan Road. The technical description of the main or most noteworthy span of the bridge is a 61 ft (18.59 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.145760 | -87.759010 | Sheridan Road | Ravine Number 1 | Glencoe | Cook County, Illinois | Illinois | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 0 | 0 | 1923 | 1979 | Unknown | 5 | 6 | 61 | 18.59 | 191 | 58.22 | 30 | 9.14 | https://historicbridges.org/illinois/sheridannorth/little_sheridannorth1867_small.jpg | https://historicbridges.org/illinois/sheridannorth/little_sheridannorth1867.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/sheridannorth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.145760,-87.759010 | |||||||||||||||||
| 3262 | Stone Road Bridge | McQuillian's Bridge | This beautiful concrete bowstring arch bridge was bypassed and left in place for pedestrian use! The technical description of the main or most noteworthy span of the bridge is a concrete tied Rainbow through arch, fixed. The bridge was primarily built by Charles Borromeo Mattaini of Fergus, Ontario. The bridge was primarily designed by A. W. Connor. | 43.547170 | -80.197350 | Stone Road (Old Alignment) | Eramosa River | Guelph | Wellington County, Ontario | Ontario | Canada | Concrete | Rainbow | Tied | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1916 | 0 | Charles Borromeo Mattaini of Fergus, Ontario | A. W. Connor | 7 | 7 | 0 | 0 | 69.9 | 21.31 | 0 | 0 | https://historicbridges.org/ontario/stoneroad/little_stoneroad1537_small.jpg | https://historicbridges.org/ontario/stoneroad/little_stoneroad1537.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/stoneroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.547170,-80.197350 | ||||||||||||
| 3263 | Stones Levee Bridge | An attractive truss bridge with an interesting history, this structure is in poor condition. The technical description of the main or most noteworthy span of the bridge is a 114.2 ft (34.81 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Interstate Building Company. | 41.493840 | -81.689530 | Stones Levee Road | Railroad | Cleveland | Cuyahoga County, Ohio | Ohio | United States | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 12 | 1 | 0 | 0 | 1908 | 1964 | Interstate Building Company | 7 | 7 | 114.2 | 34.81 | 121 | 36.88 | 18 | 5.49 | https://historicbridges.org/ohio/stoneslevee/bkg_cleveland376_small.jpg | https://historicbridges.org/ohio/stoneslevee/cleveland0890.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/stoneslevee/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.493840,-81.689530 | ||||||||||||||
| 3265 | Stafford Road Bridge | Bartholomew County Bridge 56 | This simple concrete arch bridge is an early surviving example of its type in Indiana. The technical description of the main or most noteworthy span of the bridge is a 67 ft (20.42 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Albert and Frank Harman. | 39.335220 | -85.744260 | Stafford Road (CR-900 North) | Haw Creek | Rural | Bartholomew County, Indiana | Indiana | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1909 | 0 | Albert and Frank Harman | 6 | 7 | 67 | 20.42 | 106 | 32.31 | 16.4 | 5 | https://historicbridges.org/indiana/staffordroad/little_staffordroad3146_small.jpg | https://historicbridges.org/indiana/staffordroad/little_staffordroad3146.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/staffordroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.335220,-85.744260 | ||||||||||||||
| 3266 | ! | Strathmore Mill Bridge | Keith Paper Company Bridge | Ending right in the building it provides access to, plans call for demolition of this important part of the historic mill. The technical description of the main or most noteworthy span of the bridge is a 153 ft (46.63 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 42.609770 | -72.558690 | Pedestrian Walkway | Power Canal | Turners Falls | Franklin County, Massachusetts | Massachusetts | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 11 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 8 | 153 | 46.63 | 230 | 70.1 | 0 | 0 | https://historicbridges.org/massachusetts/strathmore/little_pict8374_small.jpg | https://historicbridges.org/massachusetts/strathmore/little_pict8374.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/strathmore/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.609770,-72.558690 | ||||||||||||
| 3268 | Strawberry Mansion Bridge | Fairmount Park Trolley Bridge | This beautiful bridge is an early, large, and rare example of its type and it contributes to a historic district. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal three-hinged Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. The bridge was primarily designed by Theodore Cooper. | 39.995310 | -75.193800 | Strawberry Mansion Drive | Schuylkill River and Various Streets | Philadelphia | Philadelphia County, Pennsylvania | Pennsylvania | United States | Metal | Solid Ribbed Spandrel Braced | Three-Hinged | Deck | Arch | Fixed | 0 | 4 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 0 | 6 | 1897 | 2025 | Phoenix Bridge Company of Phoenixville, Pennsylvania | Theodore Cooper | 8 | 9 | 200 | 60.96 | 1242.2 | 378.62 | 32.2 | 9.81 | https://historicbridges.org/pennsylvania/strawberrymansion/little_dscf1468_small.jpg | https://historicbridges.org/pennsylvania/strawberrymansion/little_dscf1468.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/strawberrymansion/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.995310,-75.193800 | ||||||
| 3269 | Strimples Mill Road Bridge | A traditional example of the work done by a prominent bridge builder. The technical description of the main or most noteworthy span of the bridge is a 93.2 ft (28.41 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 40.437220 | -75.011860 | Strimples Mill Road | Lockatong Creek | Rural | Hunterdon County, New Jersey | New Jersey | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1897 | 2005 | Wrought Iron Bridge Company of Canton, Ohio | 7 | 7 | 93.2 | 28.41 | 95 | 28.96 | 14.8 | 4.51 | https://historicbridges.org/newjersey/strimples/little_pict5528_small.jpg | https://historicbridges.org/newjersey/strimples/little_img_1653.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/strimples/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.437220,-75.011860 | ||||||||||||||
| 3270 | Stronach Railroad Bridge | The main deck truss span of this bridge was moved from Grand Ledge, MI and rennovated in 1909. The technical description of the main or most noteworthy span of the bridge is a 124 ft (37.8 m) metal pin-connected Pratt deck truss, fixed. The bridge was primarily built by Detroit Bridge and Iron Works of Detroit, Michigan and King Bridge Company of Cleveland, Ohio (Repairs). | 44.210080 | -86.267840 | Railroad (CSX) | Little Manistee River | Stronach | Manistee County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Deck | Truss | Fixed | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 2 | 1887 | 0 | Detroit Bridge and Iron Works of Detroit, Michigan and King Bridge Company of Cleveland, Ohio (Repairs) | 6 | 7 | 124 | 37.8 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/stronach/little_x-zimg_20221029_151021_small.jpg | https://historicbridges.org/michigan/stronach/little_x-zimg_20221029_151021.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/stronach/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.210080,-86.267840 | ||||||||||
| 3271 | Stroud Bridge | This is an unusual bridge because it is a highway bridge composed of angles in a style usually only used by railroad companies. The technical description of the main or most noteworthy span of the bridge is a 43 ft (13.11 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 40.442220 | -80.411170 | Sharon Lane (TR-859) | Brush Run (Branch Raccoon Creek) | Rural | Washington County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 7 | 1 | 0 | 0 | 1904 | 0 | Unknown | 6 | 6 | 43 | 13.11 | 47 | 14.33 | 11.2 | 3.41 | https://historicbridges.org/pennsylvania/sharonlane/little_sharonlane0543_small.jpg | https://historicbridges.org/pennsylvania/sharonlane/little_sharonlane0543.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/sharonlane/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.442220,-80.411170 | ||||||||||||||
| 3272 | Sturgeon Bay Bridge | Michigan Street Bridge | This beutiful iconic bascule bridge with its long series of truss approach spans is a preserved thanks to local support. The technical description of the main or most noteworthy span of the bridge is a 161.4 ft (49.19 m) metal rivet-connected Warren through truss, movable: double leaf bascule, Rolling Lift. The bridge was primarily built by Wausau Iron Works of Wausau, Wisconsin. The bridge was primarily designed by Keller and Harrington. | 44.832220 | -87.380520 | Michigan Street | Sturgeon Bay | Sturgeon Bay | Door County, Wisconsin | Wisconsin | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Double Leaf Bascule | Rolling Lift | 0 | 1 | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 9 | 7 | 1930 | 2010 | Wausau Iron Works of Wausau, Wisconsin | Keller and Harrington | 8 | 8 | 161.4 | 49.19 | 1420 | 432.82 | 24 | 7.32 | https://historicbridges.org/wisconsin/sturgeonbaylift/little_dc1136_small.jpg | https://historicbridges.org/wisconsin/sturgeonbaylift/little_dc1136.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/sturgeonbaylift/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.832220,-87.380520 | |||||
| 3273 | Sturgeon River Railroad Bridge | This bridge is noted for its long plate girder span and caisson supports. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) metal through girder, fixed. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. | 47.013280 | -88.508130 | Railroad (Abandoned Soo Line) | Sturgeon River | Rural | Houghton County, Michigan | Michigan | United States | Metal | Through | Girder | Fixed | 0 | 3 | 0 | 0 | 1913 | 0 | Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin | 3 | 4 | 65 | 19.81 | 145 | 44.2 | 0 | 0 | https://historicbridges.org/michigan/sturgeonriverrrbridge/little_sturgeonriverrrbridge_4676_small.jpg | https://historicbridges.org/michigan/sturgeonriverrrbridge/little_sturgeonriverrrbridge_4676.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/sturgeonriverrrbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.013280,-88.508130 | ||||||||||||||||
| 3274 | Sturgis Road Bridge | This bridge and the road it serves are no longer open to vehicular traffic, but have been turned into a non-motorized trail. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. | 44.985920 | -84.104620 | Sturgis Road | Thunder Bay River | Rural | Montmorency County, Michigan | Michigan | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 0 | Groton Bridge Company of Groton, New York | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/sturgisroad/little_sturgisrdabandonedthunderbayr16_small.jpg | https://historicbridges.org/michigan/sturgisroad/little_sturgisrdabandonedthunderbayr16.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/sturgisroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.985920,-84.104620 | ||||||||||||||
| 3275 | Stuyvesant Falls Bridge | This ornate bridge is a rare non-lenticular bridge built by Berlin Iron Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 202 ft (61.57 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. | 42.357210 | -73.733360 | CR-25A | Kinderhook Creek | Rural | Columbia County, New York | New York | United States | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 0 | 1 | 0 | 0 | 1899 | 1993 | Berlin Iron Bridge Company of East Berlin, Connecticut | 8 | 8 | 202 | 61.57 | 206.7 | 63 | 15 | 4.57 | https://historicbridges.org/newyork/stuyvesantfalls/little_p1080014_small.jpg | https://historicbridges.org/newyork/stuyvesantfalls/little_p1080014.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/stuyvesantfalls/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.357210,-73.733360 | ||||||||||||||
| 3276 | Sugar Creek Chapel Bridge | CR-9 Bridge | One of the most unusual bridges in the United States, while at the same time is one of the most visually appealing; built from 1890s roof trusses! The technical description of the main or most noteworthy span of the bridge is a 159 ft (48.46 m) metal Braced Ribbed through arch, fixed. The bridge was primarily built by P. E. Lane of Chicago, Illinois. | 40.626070 | -87.636390 | CR-9 | Spring Creek Branch | Rural | Iroquois County, Illinois | Illinois | United States | Metal | Braced Ribbed | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1904 | 0 | P. E. Lane of Chicago, Illinois | 9 | 10 | 159 | 48.46 | 163 | 49.68 | 17.4 | 5.3 | https://historicbridges.org/illinois/cr9/little_pict2150_small.jpg | https://historicbridges.org/illinois/cr9/little_pict2150.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/cr9/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.626070,-87.636390 | ||||||||||||||
| 3277 | Sugarcreek Bridge | Buttermilk Hill Road Bridge | This Groton Bridge Company bridge is interesting in its own right, but together with the railroad truss beside it, forms a unique scene! The technical description of the main or most noteworthy span of the bridge is a 123 ft (37.49 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. The bridge was primarily designed by Karl A. Miller. | 41.418730 | -79.875640 | Buttermilk Hill Road (PA-4010) | Sugar Creek | Sugarcreek | Venango County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1920 | 1981 | Groton Bridge Company of Groton, New York | Karl A. Miller | 5 | 6 | 123 | 37.49 | 126 | 38.4 | 15.7 | 4.79 | https://historicbridges.org/pennsylvania/sugarcreek/little_pict8239_small.jpg | https://historicbridges.org/pennsylvania/sugarcreek/little_pict8239.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/sugarcreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.418730,-79.875640 | ||||||||||||
| 3279 | Sugar Run Road Bridge | A two-span concrete arch bridge that has not been cared for, and is in bad shape. The technical description of the main or most noteworthy span of the bridge is a 48 ft (14.63 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Concrete Steel Bridge Company of Clarksburg, West Virginia. | 39.707750 | -80.532620 | Sugar Run Road | West Virginia Fork Fish Creek | Rural | Wetzel County, West Virginia | West Virginia | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1914 | 0 | Concrete Steel Bridge Company of Clarksburg, West Virginia | 5 | 5 | 48 | 14.63 | 104 | 31.7 | 14 | 4.27 | https://historicbridges.org/wvirginia/sugarrun/bkg_07march512_small.jpg | https://historicbridges.org/wvirginia/sugarrun/07march1404.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/sugarrun/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.707750,-80.532620 | |||||||||||||||
| 3284 | Sumantown Road Bridge | This traditional bridge includes beautiful lattice railings with flower motifs. The technical description of the main or most noteworthy span of the bridge is a 95 ft (28.96 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works). | 39.395260 | -77.562600 | Sumantown Road | Catoctin Creek | Rural | Frederick County, Maryland | Maryland | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1899 | 1999 | A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works) | 7 | 7 | 95 | 28.96 | 101 | 30.78 | 14.8 | 4.51 | https://historicbridges.org/maryland/sumantown/little_pict3720_small.jpg | https://historicbridges.org/maryland/sumantown/little_pict3716.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/sumantown/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.395260,-77.562600 | ||||||||||||||
| 3285 | Summer Street Bridge | One of the rarest bridges in the country, this is one of a handful of remaining retractile bridges in the country. The technical description of the main or most noteworthy span of the bridge is a 89.6 ft (27.31 m) metal deck girder, movable: retractile. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. | 42.350833 | -71.052222 | Summer Street | Fort Point Channel | Boston | Suffolk County, Massachusetts | Massachusetts | United States | Metal | Deck | Girder | Movable: Retractile | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 4 | 1899 | 1998 | Berlin Iron Bridge Company of East Berlin, Connecticut | 9 | 9 | 89.6 | 27.31 | 502 | 153.01 | 32.2 | 9.81 | https://historicbridges.org/massachusetts/summer/little_pict6174_small.jpg | https://historicbridges.org/massachusetts/summer/little_img_1799.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/summer/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.350833,-71.052222 | ||||||||||||
| 3289 | Sutherland Road Bridge | Island Lake State Recreation Area Bridge | Hidden away on an abandoned road now used as a non-motorized trail is this rare and non-standard deck girder bridge. The technical description of the main or most noteworthy span of the bridge is a concrete deck girder, fixed. The bridge was primarily built by Unknown. | 42.504880 | -83.712190 | Sutherland Road (Abandoned) | Huron River | Rural | Livingston County, Michigan | Michigan | United States | Concrete | Deck | Girder | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | Unknown | 5 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/islandlakestaterec/little_p1370038_39_40_fused_small.jpg | https://historicbridges.org/michigan/islandlakestaterec/little_p1370038_39_40_fused.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/islandlakestaterec/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.504880,-83.712190 | |||||||||||||||
| 3290 | Sutter Slough Bridge | This swing bridge lacks a center tower and therefore does not immediately look like a swing bridge to drivers. The technical description of the main or most noteworthy span of the bridge is a 94.2 ft (28.71 m) metal rivet-connected Warren through truss, movable: swing, Center Pier. The bridge was primarily built by Lord and Bishop. | 38.327720 | -121.576490 | Sutter Slough Bridge Road | Sutter Slough | Rural | Sacramento County, California and Yolo County, California | California | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Swing | Center Pier | 0 | 1 | 0 | 0 | 1939 | 1970 | Lord and Bishop | 6 | 6 | 94.2 | 28.71 | 397 | 121.01 | 24 | 7.32 | https://historicbridges.org/california/suttersloughbridge/little_day2_suttersloughbridge02019_small.jpg | https://historicbridges.org/california/suttersloughbridge/little_day2_suttersloughbridge02019.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/suttersloughbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.327720,-121.576490 | |||||||||||||
| 3291 | Swamp Creek Road Bridge North | One of two attractive stone arch bridges on this road being rehabilitated. The technical description of the main or most noteworthy span of the bridge is a 25 ft (7.62 m) stone Segmental deck arch, fixed. The bridge was primarily built by James M. Smith. | 40.367890 | -75.422790 | Swamp Creek Road | Unami Creek | Rural | Montgomery County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1910 | 0 | James M. Smith | 7 | 6 | 25 | 7.62 | 98 | 29.87 | 18 | 5.49 | https://historicbridges.org/pennsylvania/swampcreek/little_p7160057_small.jpg | https://historicbridges.org/pennsylvania/swampcreek/little_p7160057.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/swampcreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.367890,-75.422790 | |||||||||||||||
| 3292 | Swamp Creek Road Bridge South | One of two attractive stone arch bridges on this road being rehabilitated. The technical description of the main or most noteworthy span of the bridge is a 26 ft (7.92 m) stone Segmental deck arch, fixed. The bridge was primarily built by Thomas McAdams. | 40.334320 | -75.449190 | Swamp Creek Road | Unami Creek | Rural | Montgomery County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1892 | 0 | Thomas McAdams | 7 | 6 | 26 | 7.92 | 100 | 30.48 | 15.4 | 4.69 | https://historicbridges.org/pennsylvania/swampcreek2/little_1_small.jpg | https://historicbridges.org/pennsylvania/swampcreek2/little_1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/swampcreek2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.334320,-75.449190 | |||||||||||||||
| 3293 | Swan Creek Road Bridge #1 | A classic riveted Warren pony truss on private property. The technical description of the main or most noteworthy span of the bridge is a 39 ft (11.89 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is located on private property and not accessible to the public. | 43.375530 | -84.354440 | Swan Creek Road (Abandoned Old Alignment) | Beaver Creek | Rural | Saginaw County, Michigan | Michigan | United States | This bridge is located on private property and not accessible to the public. | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 1946 | Unknown | 5 | 5 | 39 | 11.89 | 42 | 12.8 | 15.7 | 4.79 | https://historicbridges.org/truss/swancreek1/little_pict1998_small.jpg | https://historicbridges.org/truss/swancreek1/little_pict1998.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/swancreek1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.375530,-84.354440 | |||||||||||||
| 3294 | Swan Creek Road Bridge #2 | An interesting riveted Pratt pony truss on private property. The technical description of the main or most noteworthy span of the bridge is a 49 ft (14.94 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 43.375550 | -84.357980 | Swan Creek Road (Abandoned Old Alignment) | Beaver Creek | Rural | Saginaw County, Michigan | Michigan | United States | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 6 | 49 | 14.94 | 51 | 15.54 | 15.7 | 4.79 | https://historicbridges.org/truss/swancreek2/little_pict2015_small.jpg | https://historicbridges.org/truss/swancreek2/little_pict2015.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/swancreek2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.375550,-84.357980 | ||||||||||||||
| 3295 | ! | Swan Drive Bridge | The only truss bridge on the interior of Grosse Ile, this bridge appears to have been relocated to this site. The technical description of the main or most noteworthy span of the bridge is a 79.7 ft (24.29 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 42.100556 | -83.173056 | Swan Drive | Swan Channel | Grosse Ile | Wayne County, Michigan | Michigan | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 1950 | Unknown | 7 | 8 | 79.7 | 24.29 | 88 | 26.82 | 20 | 6.1 | https://historicbridges.org/michigan/swan/little_dscf7951_small.jpg | https://historicbridges.org/michigan/swan/little_dscf7951.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/swan/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.100556,-83.173056 | |||||||||||||
| 3296 | Swan Road Bridge | A late but visually impressive stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) stone Segmental deck arch, fixed. The bridge was primarily built by Dunleavy Brothers of Coatesville, Pennsylvania. The bridge was primarily designed by Nathan R. Rambo. | 39.956670 | -75.969720 | Swan Road (PA-3083) | Officers Run | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1916 | 0 | Dunleavy Brothers of Coatesville, Pennsylvania | Nathan R. Rambo | 6 | 6 | 30 | 9.14 | 60 | 18.29 | 19.4 | 5.91 | https://historicbridges.org/pennsylvania/chester269chalfant/little_bridge269chalfant010_small.jpg | https://historicbridges.org/pennsylvania/chester269chalfant/little_bridge269chalfant010.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester269chalfant/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.956670,-75.969720 | ||||||||||||||
| 3298 | Swart Bridge | This graceful concrete arch bridge retains its original railings. The technical description of the main or most noteworthy span of the bridge is a 4 ft (1.22 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Dickey and Saxon. The bridge was primarily designed by Chaney Engineering Company. | 40.024200 | -80.205410 | Amity Ridge Road (US-19) | 10 Mile Creek | Rural | Washington County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1925 | 0 | Dickey and Saxon | Chaney Engineering Company | 4 | 5 | 4 | 1.22 | 103 | 31.39 | 23 | 7.01 | https://historicbridges.org/pennsylvania/us19amityridgeroad/little_us19amityridgeroad0238_small.jpg | https://historicbridges.org/pennsylvania/us19amityridgeroad/little_us19amityridgeroad0238.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/us19amityridgeroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.024200,-80.205410 | ||||||||||||||
| 3299 | Sweetgrass Golf Club Bridge 1 | One of five historic metal truss bridges relocated to this golf course, this is the smallest of the five. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is located on a golf course and is private property, open to golf course users only. | 45.694404 | -87.340880 | Golf Course Pathway | Golf Course Waterway | Rural | Menominee County, Michigan | Michigan | United States | This bridge is located on a golf course and is private property, open to golf course users only. | Metal | Pratt | Rivet-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/sweetgrassgolfcourse1/little_sweetgrassgolfcourse1_0797_small.jpg | https://historicbridges.org/michigan/sweetgrassgolfcourse1/little_sweetgrassgolfcourse1_0797.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/sweetgrassgolfcourse1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.694404,-87.340880 | |||||||||||||
| 3300 | Sweetgrass Golf Club Bridge 4 | One of five historic metal truss bridges relocated to this golf course, this small bridge sits out in the open for all to see. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is located on a golf course and is private property, open to golf course users only. | 45.685433 | -87.341390 | Golf Course Pathway | Golf Course Waterway | Rural | Menominee County, Michigan | Michigan | United States | This bridge is located on a golf course and is private property, open to golf course users only. | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/sweetgrassgolfcourse4/little_sweetgrassgolfcourse4_0635_small.jpg | https://historicbridges.org/michigan/sweetgrassgolfcourse4/little_sweetgrassgolfcourse4_0635.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/sweetgrassgolfcourse4/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.685433,-87.341390 | |||||||||||||
| 3301 | Sweetgrass Golf Club Bridge 5 | One of five historic metal truss bridges relocated to this golf course, this bridge is hidden in a wooden area of the course. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is located on a golf course and is private property, open to golf course users only. | 45.695580 | -87.345990 | Golf Course Pathway | Golf Course Waterway | Rural | Menominee County, Michigan | Michigan | United States | This bridge is located on a golf course and is private property, open to golf course users only. | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/sweetgrassgolfcourse5/little_sweetgrassgolfcourse5_0581_small.jpg | https://historicbridges.org/michigan/sweetgrassgolfcourse5/little_sweetgrassgolfcourse5_0581.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/sweetgrassgolfcourse5/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.695580,-87.345990 | |||||||||||||
| 3303 | Sy Huffman Hill Road Bridge | This small bridge is composed of two ribs, which is an unusual design. The technical description of the main or most noteworthy span of the bridge is a 30.8 ft (9.39 m) concrete Closed Spandrel (Ribbed) deck arch, fixed. The bridge was primarily built by Unknown. | 39.854130 | -80.199450 | Sy Huffman Hill Road (TR-489, Varner Road) | Smith Creek | Rural | Greene County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel (Ribbed) | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1919 | 0 | Unknown | 5 | 6 | 30.8 | 9.39 | 32.2 | 9.81 | 12 | 3.66 | https://historicbridges.org/pennsylvania/syhuffmanroad/little_syhuffmanroad0258_small.jpg | https://historicbridges.org/pennsylvania/syhuffmanroad/little_syhuffmanroad0258.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/syhuffmanroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.854130,-80.199450 | |||||||||||||||
| 3304 | Sylvan Road Bridge | Ravine Bluffs Development Bridge | This modern bridge is worth noting because it replicates a bridge designed by Frank Lloyd Wright in 1915. The technical description of the main or most noteworthy span of the bridge is a 17 ft (5.18 m) concrete slab, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Frank Lloyd Wright. | 42.144520 | -87.763040 | Sylvan Road | Ravine | Glencoe | Cook County, Illinois | Illinois | United States | Concrete | Slab | Fixed | 0 | 3 | 0 | 0 | 1984 | 0 | Unknown | Frank Lloyd Wright | 0 | 0 | 17 | 5.18 | 46 | 14.02 | 15 | 4.57 | https://historicbridges.org/illinois/sylvandrive/little_sylvandrive1840_small.jpg | https://historicbridges.org/illinois/sylvandrive/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/sylvandrive/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.144520,-87.763040 | |||||||||||||||
| 3306 | Tanners Falls Bridge | Spanning next to a beautiful waterfall, each span of this bridge is a different age and has its own unique design details. The technical description of the main or most noteworthy span of the bridge is a 46 ft (14.02 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Morse Bridge Company of Youngstown, Ohio. | 41.663102 | -75.297870 | Tanners Falls Road (PA-4017) | West Branch Dyberry Creek | Rural | Wayne County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 3 | 3 | 0 | 0 | 1885 | 0 | Morse Bridge Company of Youngstown, Ohio | 7 | 8 | 46 | 14.02 | 131 | 39.93 | 14 | 4.27 | https://historicbridges.org/pennsylvania/tannersfalls/little_p1080408_small.jpg | https://historicbridges.org/pennsylvania/tannersfalls/little_p1080408.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/tannersfalls/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.663102,-75.297870 | ||||||||||||||
| 3307 | Tappan Road Bridge | This pony truss has very tall trusses. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. | 42.238760 | -76.179960 | Tappan Road | East Branch Owego Creek | Near Newark Valley | Tioga County, New York | New York | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 8 | 1 | 0 | 0 | 1936 | 0 | Unknown | 5 | 6 | 120 | 36.58 | 125 | 38.1 | 23.3 | 7.1 | https://historicbridges.org/newyork/tappan/bkg_newyork516_small.jpg | https://historicbridges.org/newyork/tappan/newyork1488.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/tappan/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.238760,-76.179960 | ||||||||||||||
| 3309 | Taylor Road Bridge | This tiny bridge is an example of one of the shortest possible truss bridges. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. | 43.987370 | -75.721500 | Taylor Road | Mill Creek | Rural | Jefferson County, New York | New York | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 2 | 1 | 0 | 0 | 1894 | 0 | Groton Bridge Company of Groton, New York | 6 | 6 | 24 | 7.32 | 26 | 7.92 | 13 | 3.96 | https://historicbridges.org/newyork/taylor/little_taylorrd21_small.jpg | https://historicbridges.org/newyork/taylor/little_taylorrd21.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/taylor/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.987370,-75.721500 | ||||||||||||||
| 3310 | Taylor's Ford Bridge | An early and unaltered example of an extremely important bridge type, this structure was bypassed. The technical description of the main or most noteworthy span of the bridge is a 143 ft (43.59 m) metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 42.399880 | -91.812340 | Nolen Avenue | Wapsipinicon River | Rural | Buchanan County, Iowa | Iowa | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Through | Truss | Fixed | 14 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 1872 | 1891 | Wrought Iron Bridge Company of Canton, Ohio | 9 | 9 | 143 | 43.59 | 271 | 82.6 | 15.7 | 4.79 | https://historicbridges.org/iowa/taylorsford/little_dscf6145_small.jpg | https://historicbridges.org/iowa/taylorsford/little_dscf6145.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/taylorsford/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.399880,-91.812340 | |||||||||||
| 3313 | Techny Road Bridge | Chicago and North Western Railroad Bridge Number 866 | This is an old concrete arch railroad overpass. The technical description of the main or most noteworthy span of the bridge is a 41 ft (12.5 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 42.116420 | -87.816840 | Railroad (Union Pacific) | Techny Road | Northbrook | Cook County, Illinois | Illinois | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1911 | 0 | Unknown | 4 | 5 | 41 | 12.5 | 64 | 19.51 | 0 | 0 | https://historicbridges.org/illinois/technyroad/little_technyroad1714_small.jpg | https://historicbridges.org/illinois/technyroad/little_technyroad1714.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/technyroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.116420,-87.816840 | ||||||||||||||
| 3314 | Techumseh Street Bridge | Allen County Bridge 537, Coombs Street Bridge | This highly decorated concrete arch bridge has a stone facing. The technical description of the main or most noteworthy span of the bridge is a 102 ft (31.09 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Herman Tapp Construction Company of Fort Wayne, Indiana. The bridge was primarily designed by George Jaap. | 41.084850 | -85.122310 | Techumseh Street | Maumee River | Fort Wayne | Allen County, Indiana | Indiana | United States | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1912 | 2010 | Herman Tapp Construction Company of Fort Wayne, Indiana | George Jaap | 6 | 7 | 102 | 31.09 | 310 | 94.49 | 27.6 | 8.41 | https://historicbridges.org/indiana/techumsehstreet/little_techumsehstreetbridge1376_small.jpg | https://historicbridges.org/indiana/techumsehstreet/little_techumsehstreetbridge1376.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/techumsehstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.084850,-85.122310 | |||||||||||||
| 3315 | Telkwa Bridge | A typical, representative example of a British Columbia wooden truss bridge. The technical description of the main or most noteworthy span of the bridge is a wood Howe through truss, fixed. The bridge was primarily built by Unknown. | 54.695240 | -127.052950 | Coalmine Road (Riverside Street) | Bulkley River | Telkwa | Bulkley-Nechako District, British Columbia | British Columbia | Canada | Wood | Howe | Through | Truss | Fixed | 12 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/britishcolumbia/coalmine/little_4946392474_6b909786c8bulkleyriverbridge_o_small.jpg | https://historicbridges.org/britishcolumbia/coalmine/little_4946392474_6b909786c8bulkleyriverbridge_o.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/coalmine/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=54.695240,-127.052950 | |||||||||||||||
| 3316 | Telkwa Railway Bridge | A traditionally composed example of a camelback railway truss. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Camelback through truss, fixed. The bridge was primarily built by Unknown. | 54.695377 | -127.054095 | Railroad (Canadian National) | Bulkley River | Telkwa | Bulkley-Nechako District, British Columbia | British Columbia | Canada | Metal | Camelback | Rivet-Connected | Through | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/britishcolumbia/cnrr_telkwa/little_4945771817_aab817004ccnrailwaytelkwariverbridge_o_small.jpg | https://historicbridges.org/britishcolumbia/cnrr_telkwa/little_4945771817_aab817004ccnrailwaytelkwariverbridge_o.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/cnrr_telkwa/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=54.695377,-127.054095 | ||||||||||||||
| 3317 | Tennessee Avenue Bridge | Allen County Bridge 539 | This highly decorated concrete arch bridge has a brick facing. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Lafayette Engineering Company of Lafayette, Indiana. The bridge was primarily designed by Asa Waters Grosvenor of Fort Wayne, Indiana. | 41.089270 | -85.129130 | Tennessee Avenue | St. Joseph River | Fort Wayne | Allen County, Indiana | Indiana | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1912 | 1998 | Lafayette Engineering Company of Lafayette, Indiana | Asa Waters Grosvenor of Fort Wayne, Indiana | 8 | 8 | 105 | 32 | 220.2 | 67.12 | 26.6 | 8.11 | https://historicbridges.org/indiana/tennesseeavenuebridge/little_tennesseeavenuebridge1312_small.jpg | https://historicbridges.org/indiana/tennesseeavenuebridge/little_tennesseeavenuebridge1312.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/tennesseeavenuebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.089270,-85.129130 | |||||||||||||
| 3319 | Miami Cut Branch Railroad Overpass #1 | A rare example of a railroad pony truss, this is a massive bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 41.623720 | -83.527570 | Railroad (Norfolk Southern) | Railroad (Abandoned Baltimore and Ohio) | Toledo | Lucas County, Ohio | Ohio | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 8 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/toledorr2/little_pict0670_small.jpg | https://historicbridges.org/ohio/toledorr2/little_pict0670.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/toledorr2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.623720,-83.527570 | ||||||||||||||
| 3320 | Miami Cut Branch Railroad Overpass #2 | This private bridge is a skewed through truss in good condition. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on a private drive. | 41.623520 | -83.527870 | Private Drive | Railroad (Abandoned Baltimore and Ohio) | Toledo | Lucas County, Ohio | Ohio | United States | This bridge is on a private drive. | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/toledoprivate/little_pict0695_small.jpg | https://historicbridges.org/ohio/toledoprivate/little_pict0695.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/toledoprivate/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.623520,-83.527870 | |||||||||||||
| 3321 | Terminal Street Bridge | This unusual bridge spans between two buildings. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. | 40.431030 | -79.996220 | Terminal Street | Railroad (Pittsburgh and Lake Erie) | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Deck | Girder | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/terminalstreet/little_p1230568_small.jpg | https://historicbridges.org/pennsylvania/terminalstreet/little_p1230568.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/terminalstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.431030,-79.996220 | ||||||||||||||||
| 3322 | Territorial Road Culvert | One of two nearby early concrete cast-in-place culverts with good historic integrity and attractive railings. The technical description of the main or most noteworthy span of the bridge is a 10.8 ft (3.29 m) concrete culvert, fixed. The bridge was primarily built by Unknown. | 42.118050 | -86.449720 | Territorial Road | Ox Creek | Benton Harbor | Berrien County, Michigan | Michigan | United States | Concrete | Culvert | Fixed | 0 | 2 | 0 | 0 | 1949 | 0 | Unknown | 1 | 2 | 10.8 | 3.29 | 23 | 7.01 | 54 | 16.46 | https://historicbridges.org/michigan/territorial/little_rpict259_small.jpg | https://historicbridges.org/michigan/territorial/little_rpict259.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/territorial/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.118050,-86.449720 | |||||||||||||||||
| 3323 | Thomas B. McQuesten High Level Bridge | High Level Bridge | This highly decorated landmark bridge is very beautiful and also has a high level of heritage and technological significance. The technical description of the main or most noteworthy span of the bridge is a metal cantilever rivet-connected deck truss, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. The bridge was primarily designed by James, Proctor, and Redfern of Toronto, Ontario. | 43.279660 | -79.890990 | York Boulevard | Desjardins Canal | Hamilton | Hamilton City, Ontario | Ontario | Canada | Metal | Rivet-Connected | Deck | Truss | Fixed | 0 | Cantilever | 3 | 0 | 0 | 1932 | 1987 | Hamilton Bridge Company of Hamilton, Ontario | James, Proctor, and Redfern of Toronto, Ontario | 8 | 9 | 0 | 0 | 365 | 111.25 | 54 | 16.46 | https://historicbridges.org/ontario/yorkboulevardbridge/little_yorkboulevardbridge0850_small.jpg | https://historicbridges.org/ontario/yorkboulevardbridge/little_yorkboulevardbridge0850.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/yorkboulevardbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.279660,-79.890990 | ||||||||||||
| 3324 | Thames Street Railroad Overpass | This is a nice stone arch bridge, that is among the oldest of London's bridges. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 42.978780 | -81.254530 | Railroad (Canadian National) | Thames Street | London | Middlesex County, Ontario | Ontario | Canada | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1889 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/other/thamesst/little_pict6935_small.jpg | https://historicbridges.org/other/thamesst/little_pict6935.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/thamesst/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.978780,-81.254530 | |||||||||||||||
| 3326 | Thamesville Railway Bridge | This massive railroad bridge has large lattice portal bracing. The technical description of the main or most noteworthy span of the bridge is a 190 ft (57.91 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 42.541000 | -81.987490 | Railroad (Canadian National) | Thames River | Near Thamesville | Chatham-Kent Region, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 190 | 57.91 | 190 | 57.91 | 0 | 0 | https://historicbridges.org/truss/thamesvillerr/little_pict5202_small.jpg | https://historicbridges.org/truss/thamesvillerr/little_pict5202.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/thamesvillerr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.541000,-81.987490 | ||||||||||||||
| 3327 | Thomson Road Bridge | This bridge is very rare, both as an early t-beam bridge and for having a brick deck! The technical description of the main or most noteworthy span of the bridge is a 34.8 ft (10.61 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. | 41.881430 | -86.194730 | Thomson Road | Railroad (Abandoned Yard) | Rural | Cass County, Michigan | Michigan | United States | Concrete | T-Beam | Fixed | 0 | 5 | 0 | 0 | 1919 | 0 | Unknown | 4 | 8 | 34.8 | 10.61 | 169 | 51.51 | 20 | 6.1 | https://historicbridges.org/concrete/thomson/little_p1810189_small.jpg | https://historicbridges.org/concrete/thomson/little_p1810189.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/thomson/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.881430,-86.194730 | |||||||||||||||||
| 3328 | Thornapple River Private Bridge | This bridge is a beautiful secret that is hidden away within private property. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on a private road and is private property. It is not visible from any public road. It may be possible to reach the bridge legally using water craft like a canoe. | 42.625500 | -85.149790 | Private Access | Thornapple River | Rural | Barry County, Michigan | Michigan | United States | This bridge is on a private road and is private property. It is not visible from any public road. It may be possible to reach the bridge legally using water craft like a canoe. | Metal | Pratt | Rivet-Connected | Half-Hip Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/thornappletruss/little_dscf7216_small.jpg | https://historicbridges.org/michigan/thornappletruss/little_dscf7216.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/thornappletruss/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.625500,-85.149790 | |||||||||||||
| 3329 | Thornapple River Railroad Bridge | Cascade Railroad Bridge | An impressive three span deck truss. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 42.878190 | -85.477300 | Railroad (CSX) | Thornapple River | Rural (Near Cascade) | Kent County, Michigan | Michigan | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 6 | 3 | Metal | Deck | Girder | Fixed | 0 | 2 | 1921 | 0 | Unknown | 5 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/truss/cascade/little_p1340570_small.jpg | https://historicbridges.org/truss/cascade/little_p1340533.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/cascade/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.878190,-85.477300 | |||||||||
| 3330 | Catherine Street Bridge | Thornhill Place Bridge | This bridge is one of several remaining historically significant overpasses that relate the industrial growth of Detroit during that time. The technical description of the main or most noteworthy span of the bridge is a metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.342670 | -83.032820 | Abandoned Catherine Street | Railroad (Abandoned Grand Trunk Western / Dequindre Cut Greenway) | Detroit | Wayne County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/thornhill/little_p1370332_small.jpg | https://historicbridges.org/michigan/thornhill/little_p1370332.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/thornhill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.342670,-83.032820 | ||||||||||||||||
| 3331 | Thousand Islands Bridge | North Channel (Canadian) Bridge | This northern portion of the Thousand Islands Bridge system has a remarkable span variety including truss, suspension, and arch! The technical description of the main or most noteworthy span of the bridge is a 750 ft (228.6 m) metal plate girder stiffening wire cable suspension, fixed. The bridge was primarily built by Canadian Bridge Company of Walkerville, Ontario. The bridge was primarily designed by Robinson and Steinman of New York, New York. | 44.363060 | -75.982550 | KH-137 | St. Lawrence River (Fleuve Saint-Laurent) North Channel | Rural | Leeds and Grenville United Counties, Ontario | Ontario | Canada | Metal | Plate Girder Stiffening | Wire Cable | Suspension | Fixed | 0 | 3 | 0 | 17 | 1938 | 0 | Canadian Bridge Company of Walkerville, Ontario | Robinson and Steinman of New York, New York | 9 | 10 | 750 | 228.6 | 3330 | 1014.98 | 0 | 0 | https://historicbridges.org/ontario/thousandislands/little_thousandislands0978_small.jpg | https://historicbridges.org/ontario/thousandislands/little_thousandislands0978.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/thousandislands/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.363060,-75.982550 | |||||||||||||
| 3332 | ! | Thousand Islands Bridge | South Channel (American) Bridge | This southern portion of the Thousand Islands Bridge system features the largest span of the bridge system. The technical description of the main or most noteworthy span of the bridge is a 800 ft (243.84 m) metal plate girder stiffening wire cable suspension, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Robinson and Steinman of New York, New York. | 44.302080 | -75.982460 | I-81 | St. Lawrence River (Fleuve Saint-Laurent) South Channel | Rural | Jefferson County, New York | Ontario | United States | Metal | Plate Girder Stiffening | Wire Cable | Suspension | Fixed | 0 | 3 | Metal | Deck | Girder | Fixed | 0 | 42 | 1937 | 2000 | American Bridge Company of New York, New York | Robinson and Steinman of New York, New York | 9 | 10 | 800 | 243.84 | 4500 | 1371.6 | 24 | 7.32 | https://historicbridges.org/newyork/thousandislandssouth/little_souththousandislands_8088_89_90vib_small.jpg | https://historicbridges.org/newyork/thousandislandssouth/little_souththousandislands_8088_89_90vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/thousandislandssouth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.302080,-75.982460 | ||||||||
| 3333 | Thousand Islands Bridge | International Rift Bridge | This central portion of the Thousand Islands Bridge system is noted as one of the smallest international bridges. The technical description of the main or most noteworthy span of the bridge is a 95.8 ft (29.2 m) concrete (stone faced) rigid-frame, fixed. The bridge was primarily built by R. A. Blythe of Toronto, Ontario. | 44.347280 | -75.983400 | I-81 and KH-137 | St. Lawrence River (Fleuve Saint-Laurent) (International Rift) | Rural | Leeds and Grenville United Counties, Ontario and Jefferson County, New York | Ontario and New York | Canada and United States | Concrete (Stone Faced) | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1938 | 2004 | R. A. Blythe of Toronto, Ontario | 5 | 5 | 95.8 | 29.2 | 101.7 | 31 | 30 | 9.14 | https://historicbridges.org/newyork/internationalrift/little_004_1a_small.jpg | https://historicbridges.org/newyork/internationalrift/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/internationalrift/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.347280,-75.983400 | ||||||||||||||||
| 3334 | Tidioute Bridge | Extensive lattice and v-lacing, and impressive span size make this a complex structure. The technical description of the main or most noteworthy span of the bridge is a 270 ft (82.3 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Bates and Rogers of Chicago, Illinois. The bridge was primarily designed by Pennsylvania State Highway Department. | 41.680860 | -79.412440 | Buckingham Street (PA-127) | Allegheny River | Tidioute | Warren County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 10 | 2 | 0 | 0 | 1933 | 2002 | Bates and Rogers of Chicago, Illinois | Pennsylvania State Highway Department | 5 | 6 | 270 | 82.3 | 551 | 167.94 | 24 | 7.32 | https://historicbridges.org/truss/tidioute/Penn59_small.jpg | https://historicbridges.org/truss/tidioute/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/tidioute/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.680860,-79.412440 | |||||||||||||
| 3335 | Tindall Bridge | This highly attractive bridge retains excellent historic integrity and has been restored. The technical description of the main or most noteworthy span of the bridge is a 166 ft (50.6 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Champion Iron Company of Kenton, Ohio. | 41.308450 | -83.158000 | Rice Road (CR-209) | Sandusky River | Rural | Sandusky County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 2 | 0 | 0 | 1915 | 0 | Champion Iron Company of Kenton, Ohio | 7 | 7 | 166 | 50.6 | 332 | 101.19 | 15.7 | 4.79 | https://historicbridges.org/ohio/tindall/bkg_cleveland205_small.jpg | https://historicbridges.org/ohio/tindall/cleveland0413.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/tindall/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.308450,-83.158000 | ||||||||||||||
| 3336 | Paines Railroad Bridge | Tittabawassee River Railroad Bridge | An unusual railroad plate girder swing bridge, that has not operated for an eternity. The technical description of the main or most noteworthy span of the bridge is a metal Variable Depth deck girder, movable: swing, Center Pier. The bridge was primarily built by Unknown. | 43.402550 | -84.032790 | Railroad (CSX) | Tittabawassee River | Paines | Saginaw County, Michigan | Michigan | United States | Metal | Variable Depth | Deck | Girder | Movable: Swing | Center Pier | 0 | 1 | Metal | Through | Girder | Fixed | 0 | 4 | 0 | 0 | Unknown | 2 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/other/tittabawassee/little_pict0412_small.jpg | https://historicbridges.org/other/tittabawassee/little_pict0412.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/tittabawassee/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.402550,-84.032790 | |||||||||
| 3339 | Tiffany Stone Bridge | This bridge may be the oldest stone bridge in Wisconsin. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 42.580800 | -88.923250 | Railroad (Union Pacific) | Turtle Creek | Tiffany | Rock County, Wisconsin | Wisconsin | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 5 | 0 | 0 | 1869 | 0 | Unknown | 8 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/wisconsin/tiffanystone/little_dscf5059_small.jpg | https://historicbridges.org/wisconsin/tiffanystone/little_dscf5048.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/tiffanystone/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.580800,-88.923250 | |||||||||||||||
| 3340 | Tobias Bridge | Jefferson County Bridge 30 | This bridge has unique vertical members and is a good example of a creative historic bridge rehabilitation. The technical description of the main or most noteworthy span of the bridge is a 146.3 ft (44.59 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Indianapolis Bridge Company of Indianapolis, Indiana. | 38.811970 | -85.638190 | CR-1350 West | Big Creek | Rural | Jefferson County, Indiana | Indiana | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 13 | 1 | 0 | 0 | 1885 | 2004 | Indianapolis Bridge Company of Indianapolis, Indiana | 8 | 8 | 146.3 | 44.59 | 154 | 46.94 | 13.8 | 4.21 | https://historicbridges.org/indiana/tobias/little_dscf6588_small.jpg | https://historicbridges.org/indiana/tobias/little_dscf6588.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/tobias/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.811970,-85.638190 | |||||||||||||
| 3341 | Tobin Bridge | This is a relatively large example of the rigid-frame bridge type that Ontario built so much of. The technical description of the main or most noteworthy span of the bridge is a 82 ft (24.99 m) concrete rigid-frame, fixed. The bridge was primarily built by Dean Construction Company. | 42.406790 | -82.162610 | Park Avenue | McGregor Creek | Chatham | Chatham-Kent Region, Ontario | Ontario | Canada | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1957 | 0 | Dean Construction Company | 3 | 4 | 82 | 24.99 | 84.6 | 25.79 | 23 | 7.01 | https://historicbridges.org/ontario/tobin/bkg_07photos177_small.jpg | https://historicbridges.org/ontario/tobin/07photos497.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/tobin/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.406790,-82.162610 | |||||||||||||||||
| 3342 | Todd Road Private Bridge | Black Creek Private Bridge | A rare example of a lightweight double-Warren pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Unknown. | 43.195630 | -82.684760 | Private Walkway | Black Creek | Rural | Sanilac County, Michigan | Michigan | United States | Metal | Double-Intersection Warren | Rivet-Connected | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/toddroad/little_p1200060_small.jpg | https://historicbridges.org/michigan/toddroad/little_p1200060.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/toddroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.195630,-82.684760 | |||||||||||||
| 3343 | Sumner Street Bridge | Toledo Amtrak Station Bridge | A two-span Pratt through truss, with an old brick deck is a remnant of an abandoned section of road. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 41.637900 | -83.544520 | Abandoned Sumner Street | Railroad (Norfolk Southern) | Toledo | Lucas County, Ohio | Ohio | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 2 | 0 | 0 | 0 | 0 | Unknown | 7 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/toledorr3/little_pict0811_small.jpg | https://historicbridges.org/ohio/toledorr3/little_pict0811.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/toledorr3/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.637900,-83.544520 | |||||||||||||
| 3344 | Toledo Norfolk Southern Railroad Bridge | Toledo New York Central Railroad Bridge | This swing bridge is noted for an unusual truss configuration. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal rivet-connected Double-Intersection Warren through truss, movable: swing, Center Pier. The bridge was primarily built by Toledo Bridge Company of Toledo, Ohio (Former Smith Bridge Company of Toledo, Ohio). | 41.632410 | -83.530950 | Railroad (Norfolk Southern) | Maumee River | Toledo | Lucas County, Ohio | Ohio | United States | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Movable: Swing | Center Pier | 0 | 1 | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 0 | 3 | 1902 | 0 | Toledo Bridge Company of Toledo, Ohio (Former Smith Bridge Company of Toledo, Ohio) | 7 | 8 | 300 | 91.44 | 760 | 231.65 | 0 | 0 | https://historicbridges.org/ohio/toledorr1/little_5021313573_16648fe5c5_b_small.jpg | https://historicbridges.org/ohio/toledorr1/little_5021313573_16648fe5c5_b.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/toledorr1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.632410,-83.530950 | ||||||
| 3346 | Tompkins Bridge | A very old example of a concrete encased steel stringer bridge, this bridge was restored. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Walter Toebe Company. The bridge was primarily designed by Michigan State Highway Department. | 42.373190 | -84.544630 | M-50 | Sandstone Creek | Tompkins | Jackson County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1927 | 0 | Walter Toebe Company | Michigan State Highway Department | 3 | 6 | 65 | 19.81 | 65 | 19.81 | 30 | 9.14 | https://historicbridges.org/concrete/m50/1bkg_hbme_297_small.jpg | https://historicbridges.org/concrete/m50/1hbme_698.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/m50/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.373190,-84.544630 | ||||||||||||||||
| 3348 | Torrence Avenue Railroad Bridge | Chicago and Western Indiana Railroad Bridge | This abandoned railroad lift bridge sits next to an older highway lift bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, movable: vertical lift, Tower Drive. The bridge was primarily built by American Bridge Company of New York, New York. | 41.669420 | -87.558760 | Railroad (Abandoned Chicago and Western Indiana Railroad) | Calumet River | Chicago | Cook County, Illinois | Illinois | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Vertical Lift | Tower Drive | 10 | 1 | 0 | 0 | 1968 | 0 | American Bridge Company of New York, New York | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/torrencerr2/little_p1270455_small.jpg | https://historicbridges.org/illinois/torrencerr2/little_p1270455.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/torrencerr2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.669420,-87.558760 | ||||||||||||
| 3350 | ! | Torrey Road Bridge | One of several representative examples of small scale bridge construction in the late 1920s and early 1930s in the county. The technical description of the main or most noteworthy span of the bridge is a 32.8 ft (10 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 42.928889 | -83.730833 | Torrey Road | Swartz Creek | Rural | Genesee County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1928 | 0 | Unknown | Michigan State Highway Department | 2 | 2 | 32.8 | 10 | 34.8 | 10.61 | 30 | 9.14 | https://historicbridges.org/michigan/torrey/little_dscf8268_small.jpg | https://historicbridges.org/michigan/torrey/little_dscf8268.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/torrey/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.928889,-83.730833 | |||||||||||||||
| 3351 | Touchette Bridge | Pont Touchette | This graceful truss bridge is a welcome sight on this road. The technical description of the main or most noteworthy span of the bridge is a 245 ft (74.68 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. The bridge was primarily designed by Arthur Sedgwick. | 45.293240 | -75.121460 | CR-650 | South Nation River | Rural | Prescott and Russell United Counties, Ontario | Ontario | Canada | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 12 | 1 | 0 | 0 | 1950 | 0 | Dominion Bridge Company of Montréal, Québec | Arthur Sedgwick | 6 | 6 | 245 | 74.68 | 245 | 74.68 | 0 | 0 | https://historicbridges.org/ontario/touchette/little_touchette1973_small.jpg | https://historicbridges.org/ontario/touchette/little_touchette1973.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/touchette/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.293240,-75.121460 | ||||||||||||
| 3352 | Tower Bridge | This landmark lift bridge with its striking gold paint has strong Streamline Moderne art deco details and provides a gateway leading to and from the state Capitol. The technical description of the main or most noteworthy span of the bridge is a 209 ft (63.7 m) metal rivet-connected Pratt through truss, movable: vertical lift, Span Drive. The bridge was primarily built by Consolidated Steel Company of Los Angeles, California. The bridge was primarily designed by Alfred W. Eichler. | 38.580630 | -121.508600 | M Street | Sacramento River | Sacramento and West Sacramento | Sacramento County, California and Yolo County, California | California | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Movable: Vertical Lift | Span Drive | 8 | 1 | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 7 | 1934 | 0 | Consolidated Steel Company of Los Angeles, California | Alfred W. Eichler | 8 | 8 | 209 | 63.7 | 738 | 224.94 | 51.8 | 15.79 | https://historicbridges.org/california/towerbridge/little_day3_towerbridge03707_small.jpg | https://historicbridges.org/california/towerbridge/little_day3_towerbridge03707.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/towerbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.580630,-121.508600 | ||||||
| 3355 | Town Creek Road Bridge | This is a rural and extremely narrow concrete arch bridge that has been bypassed and abandoned. The technical description of the main or most noteworthy span of the bridge is a 44.8 ft (13.66 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 39.638870 | -78.561500 | Town Creek Road (Old Alignment) | Town Creek | Rural | Allegany County, Maryland | Maryland | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1919 | 0 | Unknown | 7 | 7 | 44.8 | 13.66 | 94 | 28.65 | 11 | 3.35 | https://historicbridges.org/maryland/towncreek/little_p1200967_small.jpg | https://historicbridges.org/maryland/towncreek/little_p1200967.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/towncreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.638870,-78.561500 | |||||||||||||||
| 3357 | Townley Road Bridge | This is the last known metal truss bridge remaining in Livingston County. The technical description of the main or most noteworthy span of the bridge is a 35.8 ft (10.91 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. | 42.669000 | -83.771330 | Townley Road | Ore Creek | Rural | Livingston County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 7 | 35.8 | 10.91 | 40 | 12.19 | 15.7 | 4.79 | https://historicbridges.org/michigan/townley/little_img_7009_small.jpg | https://historicbridges.org/michigan/townley/little_img_7009.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/townley/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.669000,-83.771330 | ||||||||||||||
| 3358 | Townline Brook Bridge | Bennett Park Bridge | This is the only 1870s bowstring in Michigan, a rare example of a plate and channel top chord bowstring. The technical description of the main or most noteworthy span of the bridge is a metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. Special note about bridge location: This map shows the park in which the bridge was located until 1967. The map is shown for reference purposes only. The bridge today is located on private property. The exact location of the bridge is not being displayed online at this time out of respect for the owner. Please contact HistoricBridges.org using the contact link at the bottom of this page if you have any questions. | 42.545400 | -84.834240 | Private Drive | Townline Brook | Rural | Eaton County, Michigan | Michigan | United States | This map shows the park in which the bridge was located until 1967. The map is shown for reference purposes only. The bridge today is located on private property. The exact location of the bridge is not being displayed online at this time out of respect for the owner. Please contact HistoricBridges.org using the contact link at the bottom of this page if you have any questions. | Metal | Bowstring | Threaded Rod-Nut Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 1875 | 1967 | Wrought Iron Bridge Company of Canton, Ohio | 9 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/bennettpark/little_p1340647_small.jpg | https://historicbridges.org/michigan/bennettpark/little_p1340647.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/bennettpark/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.545400,-84.834240 | ||||||||||||
| 3361 | Townsend Park Drive Bridge East | One of two nearly identical bridges here in Townsend Park. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. | 43.055730 | -85.461650 | Townsend Park Drive | Bear Creek | Cannonsburg | Kent County, Michigan | Michigan | United States | Concrete | T-Beam | Fixed | 0 | 1 | 0 | 0 | 1927 | 0 | Unknown | 2 | 3 | 20 | 6.1 | 23 | 7.01 | 20 | 6.1 | https://historicbridges.org/michigan/townsendeast/little_townsendeast8_small.jpg | https://historicbridges.org/michigan/townsendeast/little_townsendeast8.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/townsendeast/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.055730,-85.461650 | |||||||||||||||||
| 3362 | Townsend Park Drive Bridge West | One of two nearly identical bridges here in Townsend Park. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. | 43.055540 | -85.466060 | Townsend Park Drive | Bear Creek | Cannonsburg | Kent County, Michigan | Michigan | United States | Concrete | T-Beam | Fixed | 0 | 1 | 0 | 0 | 1927 | 0 | Unknown | 2 | 3 | 20 | 6.1 | 23 | 7.01 | 20 | 6.1 | https://historicbridges.org/michigan/townsendwest/little_townsendwest9_small.jpg | https://historicbridges.org/michigan/townsendwest/little_townsendwest8.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/townsendwest/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.055540,-85.466060 | |||||||||||||||||
| 3363 | Townsend Park Foot Bridge | This tiny foot bridge has a stone facing to make it look nice. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. | 43.055990 | -85.461700 | Townsend Park Walkway | Bear Creek | Cannonsburg | Kent County, Michigan | Michigan | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 2 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/townsendfoot/little_townsendeastfootbridge2_small.jpg | https://historicbridges.org/michigan/townsendfoot/little_townsendeastfootbridge2.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/townsendfoot/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.055990,-85.461700 | ||||||||||||||||
| 3365 | Trancas Street Bridge | Little Trancas Bridge | This bridge stands out among Napa County stone arch bridges for its length and number of spans. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) stone Segmental deck arch, fixed. The bridge was primarily built by H. W. Wing of Napa, California. | 38.325170 | -122.274700 | Trancas Street | Milliken Creek | Napa | Napa County, California | California | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 5 | 0 | 0 | 1908 | 0 | H. W. Wing of Napa, California | 6 | 7 | 40 | 12.19 | 169 | 51.51 | 19.7 | 6 | https://historicbridges.org/california/trancasstreet/little_day5_trancasstreet07343_small.jpg | https://historicbridges.org/california/trancasstreet/little_day5_trancasstreet07343.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/trancasstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.325170,-122.274700 | ||||||||||||||
| 3366 | Trenary Bridge | This is an old arch bridge that was widened in the 1950s, so it looks like a 1950s arch bridge today. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Straits Construction Company. | 46.195030 | -86.972190 | M-67 | Scotts Creek | Trenary | Alger County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1914 | 1952 | Straits Construction Company | 5 | 5 | 45 | 13.72 | 45 | 13.72 | 38 | 11.58 | https://historicbridges.org/michigan/trenarym67/little_trenarym67_0524_small.jpg | https://historicbridges.org/michigan/trenarym67/little_trenarym67_0524.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/trenarym67/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.195030,-86.972190 | |||||||||||||||
| 3367 | Troyer Road Bridge | This pony truss has been closed to traffic for some time and is today quite overgrown with vegetation. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 42.653820 | -80.554450 | Troyer Road | Venison Creek | Rural | Norfolk County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/troyerroad/little_p1600105_small.jpg | https://historicbridges.org/ontario/troyerroad/little_p1600099.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/troyerroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.653820,-80.554450 | ||||||||||||||
| 3368 | TR-2 Bridge | This truss bridge has been left in place with a reconfigured deck for non-motorized traffic only. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 43.189890 | -80.455310 | TR-2 | Nith River | Rural | Oxford County, Ontario | Ontario | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/tr2canning/little_tr-2canning0813_small.jpg | https://historicbridges.org/ontario/tr2canning/little_tr-2canning0813.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/tr2canning/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.189890,-80.455310 | ||||||||||||||
| 3370 | TR-12 Bridge Middle | One of three truss bridges on this road, which form an interesting group of truss bridges. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Reid-Riddell Engineering of Toronto, Ontario. | 43.301940 | -80.547220 | TR-12 | Nith River | Rural | Oxford County, Ontario | Ontario | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1929 | 0 | Reid-Riddell Engineering of Toronto, Ontario | 6 | 6 | 0 | 0 | 132.5 | 40.39 | 0 | 0 | https://historicbridges.org/ontario/12middle/little_p1040260_small.jpg | https://historicbridges.org/ontario/12middle/little_p1040260.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/12middle/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.301940,-80.547220 | ||||||||||||||
| 3371 | TR-12 Bridge West | One of three truss bridges on this road, which form an interesting group of truss bridges, this bridge is noted for its skew. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Reid-Riddell Engineering of Toronto, Ontario. | 43.291320 | -80.615850 | TR-12 | Nith River | Rural | Oxford County, Ontario | Ontario | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1937 | 0 | Reid-Riddell Engineering of Toronto, Ontario | 6 | 7 | 0 | 0 | 132 | 40.23 | 0 | 0 | https://historicbridges.org/ontario/12west/little_p1040199_small.jpg | https://historicbridges.org/ontario/12west/little_p1040199.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/12west/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.291320,-80.615850 | ||||||||||||||
| 3372 | TR-38 Bridge | A picturesque pin connected pony truss that has been closed to traffic. The technical description of the main or most noteworthy span of the bridge is a 56 ft (17.07 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Smith Bridge Company of Toledo, Ohio. | 40.944090 | -83.813820 | TR-38 | Ottawa Creek | Rural | Hancock County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 1995 | Smith Bridge Company of Toledo, Ohio | 6 | 7 | 56 | 17.07 | 61 | 18.59 | 15.4 | 4.69 | https://historicbridges.org/ohio/tr38/little_pict0222_small.jpg | https://historicbridges.org/ohio/tr38/little_pict0222.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/tr38/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.944090,-83.813820 | ||||||||||||||
| 3373 | Powell Bridge | TR-48 Bridge | A small half-hip pony truss turns an otherwise nondescript road into something worth driving down. The technical description of the main or most noteworthy span of the bridge is a 35 ft (10.67 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Toledo Bridge Company of Toledo, Ohio (Former Smith Bridge Company of Toledo, Ohio). | 40.980000 | -83.729810 | TR-48 | Tiderishi Ditch | Rural | Hancock County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 1985 | Toledo Bridge Company of Toledo, Ohio (Former Smith Bridge Company of Toledo, Ohio) | 6 | 6 | 35 | 10.67 | 40 | 12.19 | 14 | 4.27 | https://historicbridges.org/ohio/tr48/little_pict0214_small.jpg | https://historicbridges.org/ohio/tr48/little_pict0214.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/tr48/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.980000,-83.729810 | |||||||||||||
| 3374 | TR-76 Yellow Bank River Bridge | Little Log House Pioneer Village Bridge | This extremely unusual and rare Thacher-like truss bridge was relocated and preserved. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Thacher through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 44.630250 | -92.840220 | Pedestrian Walkway | Unnamed Pond | Rural | Dakota County, Minnesota | Minnesota | United States | Metal | Thacher | Pin-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 1893 | 0 | King Bridge Company of Cleveland, Ohio | 8 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/minnesota/tr76yellowbankriver/little_tr76yellowbankriver5858_small.jpg | https://historicbridges.org/minnesota/tr76yellowbankriver/little_tr76yellowbankriver5858.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/tr76yellowbankriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.630250,-92.840220 | |||||||||||||
| 3375 | TR-99 Bridge | A rare, abandoned example of a bedstead pony truss that should be restored. The technical description of the main or most noteworthy span of the bridge is a 49 ft (14.94 m) metal pin-connected Pratt bedstead pony truss, fixed. The bridge was primarily built by Bellefontaine Bridge and Iron Company of Bellefontaine, Ohio. | 41.246670 | -84.611670 | TR-99 | Gordon Creek | Rural | Paulding County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Bedstead Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 1986 | Bellefontaine Bridge and Iron Company of Bellefontaine, Ohio | 8 | 8 | 49 | 14.94 | 50 | 15.24 | 15.7 | 4.79 | https://historicbridges.org/ohio/tr99/little_img_9518_small.jpg | https://historicbridges.org/ohio/tr99/little_img_9518.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/tr99/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.246670,-84.611670 | ||||||||||||||
| 3378 | TR-251 Bridge | This ancient bridge continues to serve its original function of carrying vehicular traffic. The technical description of the main or most noteworthy span of the bridge is a 42 ft (12.8 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 41.035580 | -83.520170 | TR-251 | Outlet Ditch | Rural | Hancock County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Wrought Iron Bridge Company of Canton, Ohio | 7 | 6 | 42 | 12.8 | 45 | 13.72 | 16.4 | 5 | https://historicbridges.org/ohio/cr251/bkg_cleveland242_small.jpg | https://historicbridges.org/ohio/cr251/cleveland0059.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/cr251/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.035580,-83.520170 | ||||||||||||||
| 3379 | Tracel de Cap-Rouge | Cap-Rouge Viaduct | This tall and extremely long bridge is an amazing structure and is part of the same rail line as nearby Pont De Québec The technical description of the main or most noteworthy span of the bridge is a 157.5 ft (48.01 m) metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. | 46.748130 | -71.343430 | Railroad (Canadian National) | Cap-Rouge | Cap-Rouge (Québec) | Capitale-Nationale, Québec | Québec | Canada | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 6 | 3 | Metal | Deck | Girder | Fixed | 0 | 28 | 1908 | 0 | Dominion Bridge Company of Montréal, Québec | 9 | 9 | 157.5 | 48.01 | 3333.3 | 1015.99 | 0 | 0 | https://historicbridges.org/quebec/caprouge/little_p1060985_small.jpg | https://historicbridges.org/quebec/caprouge/little_p1060985.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/caprouge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.748130,-71.343430 | |||||||||
| 3383 | Tremaine Bridge | Bone's Mill Bridge - Bever Bridge (Iowa Number 171920) | A noteworthy remaining example of a camelback truss in Iowa. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by N. M. Stark of Des Moines, Iowa. | 42.386570 | -93.808950 | 280th Street | Boone River | Rural | Hamilton County, Iowa | Iowa | United States | Metal | Camelback | Pin-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 1902 | 1940 | N. M. Stark of Des Moines, Iowa | 7 | 8 | 160 | 48.77 | 186 | 56.69 | 14.4 | 4.39 | https://historicbridges.org/iowa/280th_hamilton/little_dscf6005_small.jpg | https://historicbridges.org/iowa/280th_hamilton/little_dscf6005.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/280th_hamilton/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.386570,-93.808950 | ||||||||||
| 3384 | Triple Whipple Bridge | Laughery Creek Bridge | The king of Indiana bridges, a nationally significant, ancient 1878 bridge features a unique truss configuration, and has a huge span. The technical description of the main or most noteworthy span of the bridge is a 297.5 ft (90.68 m) metal pin-connected Triple Intersection Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 39.024620 | -84.885890 | IN-56 (Old Alignment) | Laughery Creek | Buffalo (Rural) | Dearborn County, Indiana and Ohio County, Indiana | Indiana | United States | Metal | Triple Intersection Pratt | Pin-Connected | Through | Truss | Fixed | 21 | 1 | 0 | 0 | 1878 | 2008 | Wrought Iron Bridge Company of Canton, Ohio | 10 | 10 | 297.5 | 90.68 | 300 | 91.44 | 17 | 5.18 | https://historicbridges.org/truss/triplewhipple/ohio0630_small.jpg | https://historicbridges.org/truss/triplewhipple/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/triplewhipple/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.024620,-84.885890 | |||||||||||||
| 3386 | Tilton Island Park Bridge | An exceedingly rare cast iron bridge, this is the only only known surviving example of a patented Truesdell truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal (cast iron) Truesdell pony truss, fixed. The bridge was primarily built by A. D. Briggs of Springfield, Massachusetts. | 43.442850 | -71.586640 | Pedestrian Walkway | Winnepesaukee River | Tilton | Merrimack County, New Hampshire and Belknap County, New Hampshire | New Hampshire | United States | Metal (Cast Iron) | Truesdell | Pony | Truss | Fixed | 0 | 2 | 0 | 0 | 1881 | 0 | A. D. Briggs of Springfield, Massachusetts | 9 | 9 | 0 | 0 | 83 | 25.3 | 10 | 3.05 | https://historicbridges.org/newhampshire/tilton/little_p1520354_small.jpg | https://historicbridges.org/newhampshire/tilton/little_p1520354.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newhampshire/tilton/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.442850,-71.586640 | |||||||||||||||
| 3387 | Trent Drive Bridge | One of only a few surviving unaltered heritage swing bridges on the Trent-Severn Waterway. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, movable: swing, Center Bearing Center Pier. The bridge was primarily built by Unknown. | 44.290830 | -77.802250 | Trent Drive | Trent River (Trent-Severn Waterway) | Campbellford | Northumberland County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Movable: Swing | Center Bearing Center Pier | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/trentdrivecampbellford/little_p1580790_small.jpg | https://historicbridges.org/ontario/trentdrivecampbellford/little_p1580790.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/trentdrivecampbellford/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.290830,-77.802250 | |||||||||||||
| 3390 | Tupperville Bridge | This is the only known highway swing bridge in the area, it no longer operates today. The technical description of the main or most noteworthy span of the bridge is a 87 ft (26.52 m) metal Variable Depth deck girder, movable: swing, Center Pier. The bridge was primarily built by Dean Construction Company. | 42.590530 | -82.267040 | Tupperville Road | Sydenham River | Tupperville | Chatham-Kent Region, Ontario | Ontario | Canada | Metal | Variable Depth | Deck | Girder | Movable: Swing | Center Pier | 0 | 2 | 0 | 2 | 1965 | 2001 | Dean Construction Company | 4 | 5 | 87 | 26.52 | 276.2 | 84.19 | 28 | 8.53 | https://historicbridges.org/ontario/tupperville/bkg_07photos169_small.jpg | https://historicbridges.org/ontario/tupperville/07photos477.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/tupperville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.590530,-82.267040 | ||||||||||||||
| 3392 | Turner Road Bridge | This breathtaking Parker truss is similar to Kent Street but retains greater historic integrity in a scenic setting. The technical description of the main or most noteworthy span of the bridge is a 202 ft (61.57 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Wynkoop and McGormley of Toledo, Ohio. | 42.799780 | -84.876120 | Turner Road | Grand River | Rural | Ionia County, Michigan | Michigan | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1910 | 1969 | Wynkoop and McGormley of Toledo, Ohio | 7 | 8 | 202 | 61.57 | 208 | 63.4 | 19 | 5.79 | https://historicbridges.org/truss/turner/little_mar22_5445_small.jpg | https://historicbridges.org/truss/turner/little_mar22_5490.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/turner/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.799780,-84.876120 | ||||||||||||||
| 3393 | Turney Bridge | A rare example of a special type of inexpensive bridge built in the early 20th Century. The technical description of the main or most noteworthy span of the bridge is a 28 ft (8.53 m) metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Pan American Bridge Company of New Castle, Indiana. | 39.703030 | -91.976670 | CR-453 (CR-307) | Thomas Creek | Rural | Shelby County, Missouri | Missouri | United States | Metal | Double-Intersection Warren | Rivet-Connected | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 1907 | 0 | Pan American Bridge Company of New Castle, Indiana | 8 | 8 | 28 | 8.53 | 29 | 8.84 | 10.8 | 3.29 | https://historicbridges.org/missouri/turney/little_dscf6016_small.jpg | https://historicbridges.org/missouri/turney/little_dscf6016.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/turney/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.703030,-91.976670 | ||||||||||||||
| 3394 | Turntable Bridge | This fascinating bridge's main span is a reused railroad turntable! The technical description of the main or most noteworthy span of the bridge is a metal Variable Depth deck girder, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 43.436210 | -82.713600 | Railroad (Abandoned) | Black River | Rural | Sanilac County, Michigan | Michigan | United States | Metal | Variable Depth | Deck | Girder | Fixed | 0 | 1 | 0 | 0 | 1926 | 0 | American Bridge Company of New York, New York | 4 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/turntable/little_pict8220_small.jpg | https://historicbridges.org/michigan/turntable/little_pict8220.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/turntable/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.436210,-82.713600 | |||||||||||||||
| 3395 | Turtleville Iron Bridge | Lathers Road Bridge | A relatively early example of a bridge built by an important and long-lived regional bridge builder. The technical description of the main or most noteworthy span of the bridge is a 141.3 ft (43.07 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. | 42.565660 | -88.964690 | Lathers Road | Turtle Creek | Rural | Rock County, Wisconsin | Wisconsin | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1887 | 0 | Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin | 7 | 7 | 141.3 | 43.07 | 147.3 | 44.9 | 14.1 | 4.3 | https://historicbridges.org/wisconsin/lathers/little_img_1369_small.jpg | https://historicbridges.org/wisconsin/lathers/little_img_1369.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/lathers/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.565660,-88.964690 | |||||||||||||
| 3399 | Twin Bridge | Hendricks County Bridge 178 | Sitting next to a large historic railroad bridge, this skewed bridge is significant as a rare pin -connected Baltimore truss. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal pin-connected Baltimore through truss, fixed. The bridge was primarily built by Indiana Bridge Company of Indianapolis, Indiana. | 39.754420 | -86.504470 | Broadway Street (Road 50 South) | West Fork White Lick Creek | Rural | Hendricks County, Indiana | Indiana | United States | Metal | Baltimore | Pin-Connected | Through | Truss | Fixed | 12 | 1 | 0 | 0 | 1886 | 2008 | Indiana Bridge Company of Indianapolis, Indiana | 8 | 8 | 150 | 45.72 | 153 | 46.63 | 15.7 | 4.79 | https://historicbridges.org/indiana/twinbridge/little_rickm219_small.jpg | https://historicbridges.org/indiana/twinbridge/little_rickm219.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/twinbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.754420,-86.504470 | |||||||||||||
| 3400 | Twin Railroad Bridge | Sitting next to a historic highway bridge, this is a large, old, high level concrete railroad bridge. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Bates and Rogers of Chicago, Illinois. | 39.754090 | -86.504360 | Railroad (CSX, Former Big Four Railroad) | West Fork White Lick Creek and Twin Bridges Road | Rural | Hendricks County, Indiana | Indiana | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1906 | 0 | Bates and Rogers of Chicago, Illinois | 7 | 7 | 90 | 27.43 | 275 | 83.82 | 0 | 0 | https://historicbridges.org/indiana/twinbridgerr/little_twinbridgerr5290_small.jpg | https://historicbridges.org/indiana/twinbridgerr/little_twinbridgerr5290.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/twinbridgerr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.754090,-86.504360 | |||||||||||||||
| 3401 | Twin Falls Bridge | This impressive state border bridge is the only pin-connected highway camelback truss in Michigan and one of only two in Wisconsin. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by Central States Bridge Company of Indianapolis, Indiana. Special note about bridge location: This bridge is abandoned and closed to all traffic. | 45.877540 | -88.078560 | Twin Falls Road | Menominee River | Rural | Dickinson County, Michigan and Florence County, Wisconsin | Michigan and Wisconsin | United States | This bridge is abandoned and closed to all traffic. | Metal | Camelback | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1909 | 0 | Central States Bridge Company of Indianapolis, Indiana | 8 | 8 | 140 | 42.67 | 140 | 42.67 | 18.7 | 5.7 | https://historicbridges.org/michigan/twinfalls/little_10-2-10ironbridgestudentcouncil029_small.jpg | https://historicbridges.org/michigan/twinfalls/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/twinfalls/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.877540,-88.078560 | |||||||||||||
| 3402 | Two Cent Bridge | Ticonic Foot Bridge | This is a very impressive and significant swinging style pedestrian suspension foot bridge. The technical description of the main or most noteworthy span of the bridge is a 400 ft (121.92 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by Berlin Construction Company of Berlin Connecticut. The bridge was primarily designed by Edwin Dwight Graves of Hartford, Connecticut. | 44.550840 | -69.626240 | Temple Street (Pedestrian Walkway) | Kennebec River | Waterville | Kennebec County, Maine | Maine | United States | Metal | Pony Truss Stiffening | Wire Cable | Suspension | Fixed | 0 | 1 | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 0 | 2 | 1903 | 2012 | Berlin Construction Company of Berlin Connecticut | Edwin Dwight Graves of Hartford, Connecticut | 7 | 7 | 400 | 121.92 | 0 | 0 | 6 | 1.83 | https://historicbridges.org/maine/2cent/little_p1520713_small.jpg | https://historicbridges.org/maine/2cent/little_p1520713.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maine/2cent/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.550840,-69.626240 | |||||||
| 3403 | Twyckenham Drive Bridge | Kline Street Bridge, St. Joseph County Bridge 207 | This very attractive bridge has an impressive arch height, as it clears most of the river valley. The technical description of the main or most noteworthy span of the bridge is a 114.8 ft (34.99 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Rieth-Riley Construction Company of Goshen, Indiana. The bridge was primarily designed by William S. Moore. | 41.659750 | -86.225530 | Twyckenham Drive | St. Joseph River and Northside Boulevard | South Bend | St. Joseph County, Indiana | Indiana | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 4 | 0 | 0 | 1929 | 2009 | Rieth-Riley Construction Company of Goshen, Indiana | William S. Moore | 7 | 7 | 114.8 | 34.99 | 431 | 131.37 | 50 | 15.24 | https://historicbridges.org/indiana/twyckenham/little_p1430760_small.jpg | https://historicbridges.org/indiana/twyckenham/little_p1430760.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/twyckenham/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.659750,-86.225530 | |||||||||||||
| 3404 | Twyn Rivers Drive Rouge River Bridge | This bridge is one of two heritage bridges on this highly scenic road. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 43.810870 | -79.159740 | Twyn Rivers Drive | Rouge River | Toronto | Toronto City, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 75 | 22.86 | 75 | 22.86 | 0 | 0 | https://historicbridges.org/ontario/twynrivers1/little_p1040425_small.jpg | https://historicbridges.org/ontario/twynrivers1/little_p1040425.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/twynrivers1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.810870,-79.159740 | ||||||||||||||
| 3405 | Twyn Rivers Drive Little Rouge River Bridge | This bridge is one of two heritage bridges on this highly scenic road. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. | 43.813690 | -79.156770 | Twyn Rivers Drive | Little Rouge River | Toronto | Toronto City, Ontario | Ontario | Canada | Concrete | Rainbow | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 70 | 21.34 | 95 | 28.96 | 0 | 0 | https://historicbridges.org/ontario/twynrivers2/little_p1040520_small.jpg | https://historicbridges.org/ontario/twynrivers2/little_p1040520.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/twynrivers2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.813690,-79.156770 | |||||||||||||||
| 3406 | Tyler Bridge | A West Virginia standard plan highway pony truss from the 1930s. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. | 39.429940 | -80.829030 | WV-18 | McElroy Creek | Tyler (Rural) | Tyler County, West Virginia | West Virginia | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 8 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1936 | 1984 | Unknown | 4 | 5 | 100 | 30.48 | 203 | 61.87 | 24 | 7.32 | https://historicbridges.org/wvirginia/tyler/main_small.jpg | https://historicbridges.org/wvirginia/tyler/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/tyler/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.429940,-80.829030 | |||||||||||
| 3407 | Tyrone Avenue Bridge | An excellent unaltered example of a small-scale t-beam bridge in Michigan. The technical description of the main or most noteworthy span of the bridge is a 21 ft (6.4 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. | 43.263890 | -85.731940 | Tyrone Avenue | Walter Creek Drain | Rural | Kent County, Michigan | Michigan | United States | Concrete | T-Beam | Fixed | 0 | 1 | 0 | 0 | 1925 | 0 | Unknown | 1 | 2 | 21 | 6.4 | 25 | 7.62 | 21 | 6.4 | https://historicbridges.org/michigan/tyrone/little_tyrone_walter16_small.jpg | https://historicbridges.org/michigan/tyrone/little_tyrone_walter16.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/tyrone/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.263890,-85.731940 | |||||||||||||||||
| 3408 | Tyrone Forge Viaduct | PA-453 Little Juniata River Bridge | This early and rare example of a continuous curved t-beam has been beautifully rehabilitated by PennDOT. The technical description of the main or most noteworthy span of the bridge is a 61 ft (18.59 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by R. C. Burket. The bridge was primarily designed by Pennsylvania State Highway Department. | 40.661530 | -78.216350 | PA-453 (PA-45 Truck Route) | Little Juniata River and PA-1015 | Tyrone Forge | Blair County, Pennsylvania | Pennsylvania | United States | Concrete | Curved | T-Beam | Fixed | 0 | Continuous | 4 | 0 | 0 | 1937 | 2010 | R. C. Burket | Pennsylvania State Highway Department | 4 | 7 | 61 | 18.59 | 250 | 76.2 | 34.5 | 10.52 | https://historicbridges.org/pennsylvania/tyroneforge/little_dscf3075_small.jpg | https://historicbridges.org/pennsylvania/tyroneforge/little_dscf3075.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/tyroneforge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.661530,-78.216350 | |||||||||||||
| 3409 | Tysons Bridge | This bridge documents both a national trend and a bridge builder transition into riveted connections. The technical description of the main or most noteworthy span of the bridge is a 89 ft (27.13 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by John Denithorne and Sons of Phoenixville, Pennsylvania. | 40.158340 | -75.652790 | Bertolet School Road | French Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1905 | 0 | John Denithorne and Sons of Phoenixville, Pennsylvania | 6 | 7 | 89 | 27.13 | 90 | 27.43 | 14 | 4.27 | https://historicbridges.org/pennsylvania/chester196tysons/little_bridge1964_small.jpg | https://historicbridges.org/pennsylvania/chester196tysons/little_bridge1964.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester196tysons/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.158340,-75.652790 | ||||||||||||||
| 3411 | Uhlerstown-Frenchtown Bridge | With six total spans, this is a long and significant simple span truss bridge. The technical description of the main or most noteworthy span of the bridge is a 155.8 ft (47.49 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Lehigh Structural Steel Company of Allentown, Pennsylvania. | 40.526130 | -75.065050 | Bridge Street | Delaware River | Uhlerstown and Frenchtown | Hunterdon County, New Jersey and Bucks County, Pennsylvania | New Jersey and Pennsylvania | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 6 | 0 | 0 | 1931 | 2001 | Lehigh Structural Steel Company of Allentown, Pennsylvania | 6 | 6 | 155.8 | 47.49 | 951.2 | 289.93 | 16.4 | 5 | https://historicbridges.org/newjersey/frenchtown/little_pict5325_small.jpg | https://historicbridges.org/newjersey/frenchtown/little_pict5331.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/frenchtown/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.526130,-75.065050 | ||||||||||||||
| 3412 | Ulshaffer Road Bridge | A secluded pony truss with interesting beams under the deck. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. | 45.016050 | -83.964620 | Ulshaffer Road | Thunder Bay River | Rural | Montmorency County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 4 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | Unknown | 6 | 7 | 40 | 12.19 | 70 | 21.34 | 15.7 | 4.79 | https://historicbridges.org/truss/ulshaffer/little_img_0245_small.jpg | https://historicbridges.org/truss/ulshaffer/little_img_0245.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/ulshaffer/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.016050,-83.964620 | |||||||||||
| 3414 | Union Flatrock Church Bridge | Flatrock Creek Foot Bridge | This tiny concrete arch foot bridge connects a church to a cemetery. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 39.166090 | -85.436780 | Pedestrian Walkway | Flatrock Creek | Rural | Ripley County, Indiana | Indiana | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/indiana/flatrockcreekarch/little_flatrockcreekarch3764_small.jpg | https://historicbridges.org/indiana/flatrockcreekarch/little_flatrockcreekarch3764.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/flatrockcreekarch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.166090,-85.436780 | ||||||||||||||
| 3416 | Union Street Bridge | This tiny bridge has attractive railings that are unlike those seen elsewhere in Michigan. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 43.162730 | -85.707180 | Union Street | Nash Creek | Sparta | Kent County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1937 | 0 | Unknown | 1 | 2 | 30 | 9.14 | 32.8 | 10 | 26 | 7.92 | https://historicbridges.org/michigan/unionnash/little_unionstnashcr3_small.jpg | https://historicbridges.org/michigan/unionnash/little_unionstnashcr3.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/unionnash/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.162730,-85.707180 | |||||||||||||||||
| 3417 | Union Street Bridge | Bridge E-174 | A traditional example of an Erie Canal lift bridge. The technical description of the main or most noteworthy span of the bridge is a 118.8 ft (36.21 m) metal rivet-connected Warren pony truss, movable: vertical lift. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania and Skene and Richmond of Louisa, Kentucky. | 43.193050 | -77.800270 | Union Street (259) | Erie Canal (New York State Barge Canal) | Spencerport | Monroe County, New York | New York | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Movable: Vertical Lift | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1914 | 2020 | Penn Bridge Company of Beaver Falls, Pennsylvania and Skene and Richmond of Louisa, Kentucky | 8 | 7 | 118.8 | 36.21 | 140.8 | 42.92 | 18.4 | 5.61 | https://historicbridges.org/newyork/spencerport/little_spptrehab5_small.jpg | https://historicbridges.org/newyork/spencerport/little_spptrehab5.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/spencerport/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.193050,-77.800270 | ||||||||||
| 3419 | University Drive Bridge | This unusual bridge is a concrete encased deck plate girder and the center span appears to include a suspended span. The technical description of the main or most noteworthy span of the bridge is a metal (concrete encased) cantilever deck girder, fixed. The bridge was primarily built by Unknown. | 43.007740 | -81.267970 | University Drive | North Branch Thames River | London | Middlesex County, Ontario | Ontario | Canada | Metal (Concrete Encased) | Deck | Girder | Fixed | 0 | Cantilever | 1 | Metal | Deck | Girder | Fixed | 0 | Simple Span | 2 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/universitydrive/little_universitydrive0903_small.jpg | https://historicbridges.org/ontario/universitydrive/little_universitydrive0903.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/universitydrive/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.007740,-81.267970 | ||||||||||
| 3421 | Upper Black Eddy-Milford Bridge | With its polygonal top chord, this bridge offers a much different appearance from other area Delaware River bridges. The technical description of the main or most noteworthy span of the bridge is a 228 ft (69.49 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. | 40.566500 | -75.098480 | Bridge Street (Frenchtown-Milford Road) | Delaware River | Milford and Upper Black Eddy | Hunterdon County, New Jersey and Bucks County, Pennsylvania | New Jersey and Pennsylvania | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 0 | 3 | 0 | 0 | 1933 | 1996 | McClintic-Marshall Company of Pittsburgh, Pennsylvania | 5 | 6 | 228 | 69.49 | 700 | 213.36 | 20 | 6.1 | https://historicbridges.org/newjersey/milford/little_pict5304_small.jpg | https://historicbridges.org/newjersey/milford/little_pict5304.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/milford/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.566500,-75.098480 | ||||||||||||||
| 3423 | Upper Bridge | This is a very old surviving Pratt truss bridge and it has ornate cast iron portal bracing. The technical description of the main or most noteworthy span of the bridge is a 108 ft (32.92 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Murray Dougal and Company of Milton, Pennsylvania. | 44.500710 | -73.485320 | Liberty Street (River Street) | Ausable River | Keeseville | Clinton County, New York and Essex County, New York | New York | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 2 | 0 | 0 | 1878 | 0 | Murray Dougal and Company of Milton, Pennsylvania | 9 | 9 | 108 | 32.92 | 218 | 66.45 | 15.3 | 4.66 | https://historicbridges.org/newyork/keesevilleupper/little_p1070672_small.jpg | https://historicbridges.org/newyork/keesevilleupper/little_p1070672.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/keesevilleupper/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.500710,-73.485320 | ||||||||||||||
| 3424 | Upper Falls Bridge | One of several historic stone-faced concrete bridges in this park, this one is strategically located right above the falls. The technical description of the main or most noteworthy span of the bridge is a concrete (stone faced) rigid-frame, fixed. The bridge was primarily built by Unknown. | 44.915310 | -93.211160 | Pedestrian Walkway | Minnehaha Creek | Minneapolis | Hennepin County, Minnesota | Minnesota | United States | Concrete (Stone Faced) | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1939 | 0 | Unknown | 5 | 6 | 0 | 0 | 94 | 28.65 | 18 | 5.49 | https://historicbridges.org/minnesota/minnehahaparkabovefalls/little_minnehahaparkabovefalls3766_small.jpg | https://historicbridges.org/minnesota/minnehahaparkabovefalls/little_minnehahaparkabovefalls3766.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/minnehahaparkabovefalls/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.915310,-93.211160 | |||||||||||||||||
| 3425 | Upper Lisle Bridge | This bridge features an uncommon truss configuration, and has suffered some alterations. The technical description of the main or most noteworthy span of the bridge is a 181.8 ft (55.41 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Owego Bridge Company of Owego, New York. | 42.396690 | -75.959860 | Upper Lisle Road | Otselic River | Upper Lisle (Rural) | Broome County, New York | New York | United States | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 12 | 1 | 0 | 0 | 1902 | 2018 | Owego Bridge Company of Owego, New York | 7 | 8 | 181.8 | 55.41 | 181.8 | 55.41 | 14.8 | 4.51 | https://historicbridges.org/newyork/upperlisle/bkg_newyork572_small.jpg | https://historicbridges.org/newyork/upperlisle/newyork1664.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/upperlisle/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.396690,-75.959860 | ||||||||||||||
| 3426 | US-6 / US-19 Meadville Bridge | Baldwin Street Extension Bridge | One of three beautiful two-span truss bridges occurring within a relatively short distance on a highway. The technical description of the main or most noteworthy span of the bridge is a 149 ft (45.42 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by J. Lee Plumer. The bridge was primarily designed by Pennsylvania State Highway Department. | 41.693050 | -80.157870 | US-6 / US-19 (Baldwin Street Extension, French Creek Parkway) | French Creek | Rural | Crawford County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 2 | 0 | 0 | 1937 | 1983 | J. Lee Plumer | Pennsylvania State Highway Department | 5 | 6 | 149 | 45.42 | 300 | 91.44 | 34.8 | 10.61 | https://historicbridges.org/pennsylvania/619south/thumb.jpg | https://historicbridges.org/pennsylvania/619south/crawford318.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/619south/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.693050,-80.157870 | ||||||||||||
| 3427 | US-6 / US-19 Saegertown Bridge | Main Street Bridge | This is one of the three bridges on this highway that makes US-6 / US-19 one of the most unique drives ever. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Fort Pitt Bridge Works of Pittsburgh, Pennsylvania. The bridge was primarily designed by Pennsylvania State Highway Department. | 41.707810 | -80.145750 | US-6 / US-19 (French Creek Parkway, Main Street) | French Creek | Rural (Near Saegertown) | Crawford County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 2 | 0 | 0 | 1936 | 1980 | Fort Pitt Bridge Works of Pittsburgh, Pennsylvania | Pennsylvania State Highway Department | 5 | 6 | 150 | 45.72 | 300 | 91.44 | 30.5 | 9.3 | https://historicbridges.org/pennsylvania/619saegertown/thumb.jpg | https://historicbridges.org/pennsylvania/619saegertown/crawford339.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/619saegertown/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.707810,-80.145750 | ||||||||||||
| 3428 | US-6 / US-19 Venango Bridge | River Street Bridge | This bridge provides a gateway into Venango as you head south, and is also part of a unique trio of bridges along this stretch of highway. The technical description of the main or most noteworthy span of the bridge is a 146 ft (44.5 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Pennsylvania State Highway Department. | 41.776540 | -80.106960 | US-6 / US-19 (Cussewago Street, River Street) | French Creek | Venango | Crawford County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 2 | 0 | 0 | 1934 | 1983 | McClintic-Marshall Company of Pittsburgh, Pennsylvania | Pennsylvania State Highway Department | 5 | 6 | 146 | 44.5 | 295 | 89.92 | 32.2 | 9.81 | https://historicbridges.org/truss/venango/IMG_0139_small.jpg | https://historicbridges.org/truss/venango/IMG_0139.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/venango/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.776540,-80.106960 | ||||||||||||
| 3429 | US-9 Ausable River Bridge | This bridge is noted for its massive members, a result of a wide deck and long span length. The technical description of the main or most noteworthy span of the bridge is a 255 ft (77.72 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by New York State Department of Public Works. | 44.558830 | -73.448710 | US-9 | Ausable River | Rural | Clinton County, New York | New York | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1940 | 0 | American Bridge Company of New York, New York | New York State Department of Public Works | 6 | 6 | 255 | 77.72 | 255 | 77.72 | 42 | 12.8 | https://historicbridges.org/newyork/ausableus9/little_p1070287_small.jpg | https://historicbridges.org/newyork/ausableus9/little_p1070287.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ausableus9/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.558830,-73.448710 | |||||||||||||
| 3430 | US-10 Eastbound Patrick Road Bridge | This overpass is noted for its original railings, as well as its curved and superelevated design. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Walter Toebe Company. The bridge was primarily designed by Michigan State Highway Department. | 43.612250 | -84.168150 | US-10 | Patrick Road (North Union Road) | Midland | Midland County, Michigan | Michigan | United States | Concrete | Curved | T-Beam | Fixed | 0 | Continuous | 3 | 0 | 0 | 1960 | 0 | Walter Toebe Company | Michigan State Highway Department | 3 | 3 | 50 | 15.24 | 128 | 39.01 | 42 | 12.8 | https://historicbridges.org/michigan/us10patrick/little_p1320760_small.jpg | https://historicbridges.org/michigan/us10patrick/little_p1320760.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/us10patrick/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.612250,-84.168150 | ||||||||||||||
| 3431 | US-12 M-51 Overpasses | A rare example of a pre-1960 divided highway overpass with original railings. The technical description of the main or most noteworthy span of the bridge is a 78.7 ft (23.99 m) metal pin and hanger stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 41.800833 | -86.248056 | US-12 (Pulaski Highway) | M-51 (11th Street) | Niles | Berrien County, Michigan | Michigan | United States | Metal | Pin and Hanger | Stringer (Multi-Beam) | Fixed | 0 | 3 | 0 | 0 | 1955 | 0 | Unknown | Michigan State Highway Department | 3 | 5 | 78.7 | 23.99 | 156.8 | 47.79 | 33 | 10.06 | https://historicbridges.org/michigan/us12_m51/little_dscf6535_small.jpg | https://historicbridges.org/michigan/us12_m51/little_dscf6535.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/us12_m51/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.800833,-86.248056 | |||||||||||||||
| 3432 | US-12 St. Joseph River Bridge | This bridge is actually two large plate girder bridges side by side. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal Variable Depth deck girder, fixed. The bridge was primarily built by L. W. Lamb Company of Jackson, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 41.801389 | -86.266389 | US-12 (Pulaski Highway) | St. Joseph River | Near Niles | Berrien County, Michigan | Michigan | United States | Metal | Variable Depth | Deck | Girder | Fixed | 0 | 5 | 0 | 0 | 1954 | 1997 | L. W. Lamb Company of Jackson, Michigan | Michigan State Highway Department | 4 | 5 | 100 | 30.48 | 480 | 146.3 | 60.4 | 18.41 | https://historicbridges.org/michigan/us12_stjoseph/little_dscf6565_small.jpg | https://historicbridges.org/michigan/us12_stjoseph/little_dscf6565.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/us12_stjoseph/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.801389,-86.266389 | ||||||||||||||
| 3434 | US-223 Railroad Overpass | The least altered and most deteriorated of three similar railroad overpasses on this railroad line. The technical description of the main or most noteworthy span of the bridge is a 62 ft (18.9 m) metal deck girder, fixed. The bridge was primarily built by Unknown. | 41.811820 | -83.803710 | Railroad (Canadian National) | US-223 | Rural | Lenawee County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 1 | 0 | 0 | 1928 | 0 | Unknown | 2 | 3 | 62 | 18.9 | 62 | 18.9 | 0 | 0 | https://historicbridges.org/michigan/us223rr/little_p1110275_small.jpg | https://historicbridges.org/michigan/us223rr/little_p1110275.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/us223rr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.811820,-83.803710 | ||||||||||||||||
| 3437 | US-23 Milan Railroad Overpass | This overpass predates the freeway it crosses and is also noted for its good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 79.7 ft (24.29 m) metal through girder, fixed. The bridge was primarily built by Johnson-Greene Company. The bridge was primarily designed by Michigan State Highway Department. | 42.085000 | -83.672220 | US-23 | Railroad (Norfolk Southern) | Milan | Washtenaw County, Michigan | Michigan | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1950 | 0 | Johnson-Greene Company | Michigan State Highway Department | 1 | 2 | 79.7 | 24.29 | 79.7 | 24.29 | 0 | 0 | https://historicbridges.org/michigan/us23rr/little_p1110081_small.jpg | https://historicbridges.org/michigan/us23rr/little_p1110081.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/us23rr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.085000,-83.672220 | |||||||||||||||
| 3438 | US-23 Ocqueoc River Bridge | An extremely rare example of a highway deck truss in Michigan! The technical description of the main or most noteworthy span of the bridge is a 106 ft (32.31 m) metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by John W. Hertel. The bridge was primarily designed by Michigan State Highway Department. | 45.487950 | -84.076330 | US-23 | Ocqueoc River | Rural | Presque Isle County, Michigan | Michigan | United States | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 9 | 1 | 0 | 0 | 1937 | 1994 | John W. Hertel | Michigan State Highway Department | 6 | 7 | 106 | 32.31 | 106 | 32.31 | 35 | 10.67 | https://historicbridges.org/truss/us23/little_pict4257_small.jpg | https://historicbridges.org/truss/us23/little_pict4257.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/us23/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.487950,-84.076330 | |||||||||||||
| 3439 | US-31 Carp River Bridge | Mackinaw Highway Carp River Bridge | This bridge is an example of a t-beam bridge with railings that are reminiscent of a concrete camelback. The technical description of the main or most noteworthy span of the bridge is a 30.8 ft (9.39 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. | 45.684200 | -84.781430 | US-31 (Mackinaw Highway) | Carp Lake River | Rural | Emmet County, Michigan | Michigan | United States | Concrete | T-Beam | Fixed | 0 | 1 | 0 | 0 | 1933 | 0 | Unknown | 2 | 4 | 30.8 | 9.39 | 30.8 | 9.39 | 36 | 10.97 | https://historicbridges.org/michigan/31carp/little_us-31_carp_lake_r_4_small.jpg | https://historicbridges.org/michigan/31carp/little_us-31_carp_lake_r_4.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/31carp/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.684200,-84.781430 | ||||||||||||||||
| 3440 | US-33 Bridge | Pike Street Bridge | This bridge serves the main drag through Goshen. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by H. H. Stoddard Company. The bridge was primarily designed by William S. Moore. | 41.589100 | -85.840950 | US-33 (Pike Street) | Elkhart River | Goshen | Elkhart County, Indiana | Indiana | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1926 | 1994 | H. H. Stoddard Company | William S. Moore | 5 | 5 | 65 | 19.81 | 258 | 78.64 | 50 | 15.24 | https://historicbridges.org/other/us33/little_p1380806_small.jpg | https://historicbridges.org/other/us33/little_p1380806.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/us33/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.589100,-85.840950 | |||||||||||||
| 3441 | US-41 Fanny Hooe Creek Bridge | With attractive locally sourced stone facing, this historic bridge is the northernmost bridge in Michigan. The technical description of the main or most noteworthy span of the bridge is a 30.8 ft (9.39 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Keweenaw County Road Commission. The bridge was primarily designed by Michigan State Highway Department. | 47.466940 | -87.866550 | US-41 | Fanny Hooe Creek | Copper Harbor | Keweenaw County, Michigan | Michigan | United States | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1928 | 0 | Keweenaw County Road Commission | Michigan State Highway Department | 5 | 7 | 30.8 | 9.39 | 30.8 | 9.39 | 30 | 9.14 | https://historicbridges.org/michigan/us41fannyhooecreek/little_us41fannyhooecreek40_small.jpg | https://historicbridges.org/michigan/us41fannyhooecreek/little_us41fannyhooecreek40.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/us41fannyhooecreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.466940,-87.866550 | ||||||||||||||
| 3442 | US-41 Sturgeon River Bridge | This steel stringer bridge retains original railings, and has a curve with superelevation included in its design. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 47.017570 | -88.506160 | US-41 | Sturgeon River | Rural | Houghton County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 0 | 0 | 1960 | 0 | Unknown | Michigan State Highway Department | 1 | 1 | 60 | 18.29 | 240 | 73.15 | 30 | 9.14 | https://historicbridges.org/michigan/us41sturgeonriverstringer/little_us41sturgeonriver_4425_small.jpg | https://historicbridges.org/michigan/us41sturgeonriverstringer/little_us41sturgeonriver_4425.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/us41sturgeonriverstringer/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.017570,-88.506160 | ||||||||||||||||
| 3443 | US-41 Sturgeon River Slough Bridge | One of two stringer bridges with attractive type R4 railings on this section of highway. The technical description of the main or most noteworthy span of the bridge is a 54.8 ft (16.7 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 47.012300 | -88.496930 | US-41 | Sturgeon River Slough | Rural | Houghton County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 0 | 0 | 1956 | 0 | Unknown | Michigan State Highway Department | 1 | 1 | 54.8 | 16.7 | 134.8 | 41.09 | 38 | 11.58 | https://historicbridges.org/michigan/us41sturgeonriverslough/little_us41sturgeonriverslough19_small.jpg | https://historicbridges.org/michigan/us41sturgeonriverslough/little_us41sturgeonriverslough19.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/us41sturgeonriverslough/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.012300,-88.496930 | ||||||||||||||||
| 3444 | US-42 Overpass | This deck truss is composed entirely of rolled beams. The technical description of the main or most noteworthy span of the bridge is a 138 ft (42.06 m) metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. | 41.479600 | -81.700100 | US-42 (25th Street) | Train Avenue and Railroad (Flats Industrial Railroad) | Cleveland | Cuyahoga County, Ohio | Ohio | United States | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 9 | 2 | Metal | Deck | Girder | Fixed | 0 | 8 | 0 | 1994 | Unknown | 5 | 5 | 138 | 42.06 | 685 | 208.79 | 48 | 14.63 | https://historicbridges.org/ohio/us42/bkg_cleveland091_small.jpg | https://historicbridges.org/ohio/us42/cleveland0163.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/us42/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.479600,-81.700100 | ||||||||||
| 3445 | US-45 East Branch Ontonagon River Bridge | An example of a haunched deck plate girder designed by the Michigan State Highway Department. The technical description of the main or most noteworthy span of the bridge is a 144 ft (43.89 m) metal continuous Variable Depth deck girder, fixed. The bridge was primarily built by Jackson Construction Company. The bridge was primarily designed by Michigan State Highway Department. | 46.699160 | -89.160190 | US-45 | East Branch Ontonagon River | Rural | Ontonagon County, Michigan | Michigan | United States | Metal | Variable Depth | Deck | Girder | Fixed | 0 | Continuous | 3 | 0 | 0 | 1958 | 0 | Jackson Construction Company | Michigan State Highway Department | 3 | 4 | 144 | 43.89 | 384 | 117.04 | 35 | 10.67 | https://historicbridges.org/michigan/us45ontonagonriverbridge/little_us45ontonagonriverbridge_3305_small.jpg | https://historicbridges.org/michigan/us45ontonagonriverbridge/little_us45ontonagonriverbridge_3305.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/us45ontonagonriverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.699160,-89.160190 | |||||||||||||
| 3446 | US-45 Middle Branch Ontonagon River Bridge | A representative example of a mid 20th Century t-beam in Michigan, this small bridge is on a curve and has superelevation. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 46.274850 | -89.177230 | US-45 | Middle Branch Ontonagon River | Watersmeet | Gogebic County, Michigan | Michigan | United States | Concrete | T-Beam | Fixed | 0 | 1 | 0 | 0 | 1953 | 0 | Unknown | Michigan State Highway Department | 1 | 2 | 40 | 12.19 | 40 | 12.19 | 38 | 11.58 | https://historicbridges.org/michigan/us45/little_crozerstreet_4360_small.jpg | https://historicbridges.org/michigan/us45/little_crozerstreet_4360.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/us45/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.274850,-89.177230 | ||||||||||||||||
| 3449 | US-131 Plaster Creek Bridge | This curved bridge is a large example of a pin and hanger steel stringer bridge in Michigan. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 42.924970 | -85.682130 | US-131 | Plaster Creek and Railroad (Abandoned) | Grand Rapids | Kent County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 12 | 0 | 0 | 1958 | 0 | Unknown | Michigan State Highway Department | 1 | 1 | 72 | 21.95 | 748 | 227.99 | 91 | 27.74 | https://historicbridges.org/michigan/131plaster/little_us131plastercr1_small.jpg | https://historicbridges.org/michigan/131plaster/little_us131plastercr1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/131plaster/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.924970,-85.682130 | ||||||||||||||||
| 3450 | US-136 East Fork Coal Creek Bridge | An unaltered representative example of a late concrete arch bridge located on a U.S. highway. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 40.091120 | -87.103530 | US-136 | East Fork Coal Creek | Rural | Fountain County, Indiana | Indiana | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1937 | 0 | Unknown | 5 | 5 | 45 | 13.72 | 94.8 | 28.9 | 28 | 8.53 | https://historicbridges.org/indiana/us136/little_dscf4866_small.jpg | https://historicbridges.org/indiana/us136/little_dscf4853.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/us136/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.091120,-87.103530 | |||||||||||||||
| 3451 | US-522 Main Street Bridge | This unique bridge combines the technology of a Wichert truss with a plate girder. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal pin-connected Wichert deck truss, fixed. The bridge was primarily built by George B. Hazelwood of Cumberland, Maryland. The bridge was primarily designed by Maryland State Roads Commission. | 39.700040 | -78.186890 | US-522 | Little Tonoloway Creek, MD-144 (Main Street) and Limestone Road | Hancock | Washington County, Maryland | Maryland | United States | Metal | Wichert | Pin-Connected | Deck | Truss | Fixed | 0 | 4 | 0 | 0 | 1937 | 1980 | George B. Hazelwood of Cumberland, Maryland | Maryland State Roads Commission | 8 | 9 | 160 | 48.77 | 586 | 178.61 | 24 | 7.32 | https://historicbridges.org/maryland/522_main/little_p1210382_small.jpg | https://historicbridges.org/maryland/522_main/little_p1210382.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/522_main/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.700040,-78.186890 | |||||||||||||
| 3454 | Upton Avenue Railroad Bridge | This railroad bridge is skewed and has latticework on its supports. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. | 42.320320 | -85.203860 | Railroad (Canadian National) | Upton Avenue | Battle Creek | Calhoun County, Michigan | Michigan | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 2 | 0 | 0 | Unknown | 2 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/other/uptonrr/bcbkg06_small.jpg | https://historicbridges.org/other/uptonrr/bcphotos033.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/uptonrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.320320,-85.203860 | ||||||||||||||||
| 3456 | Utz Road Bridge | TR-419 Bridge | While small and not particularly attractive, this bridge is a rare historic bridge built to an unusual patented design. The technical description of the main or most noteworthy span of the bridge is a 18 ft (5.49 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Evrett S. Sherman of Galena, Ohio. | 39.817550 | -84.492070 | Utz Road (TR-419) | Rapes Run | Rural | Preble County, Ohio | Ohio | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1887 | 0 | Unknown | Evrett S. Sherman of Galena, Ohio | 7 | 8 | 18 | 5.49 | 21 | 6.4 | 17 | 5.18 | https://historicbridges.org/ohio/utz/little_pict2701_small.jpg | https://historicbridges.org/ohio/utz/little_pict2701.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/utz/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.817550,-84.492070 | |||||||||||||||
| 3457 | Valley Creek Tunnels | More tunnel than bridge, this very strange set of structures carries a railroad over a road and creek. The technical description of the main or most noteworthy span of the bridge is a stone arch, fixed. The bridge was primarily built by Unknown. | 40.004640 | -75.665290 | Railroad (Pennsylvania Railroad) | Valley Creek Road and Valley Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Stone | Arch | Fixed | 0 | 3 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/valleycreekrd/little_valleycreedroad007_small.jpg | https://historicbridges.org/pennsylvania/valleycreekrd/little_valleycreedroad007.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/valleycreekrd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.004640,-75.665290 | |||||||||||||||||
| 3458 | Valley Crossroad Bridge | This beautiful bridge is an outstanding and extremely rare example of its builder. The technical description of the main or most noteworthy span of the bridge is a 144 ft (43.89 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Variety Iron Works of Cleveland, Ohio. | 41.860680 | -78.439720 | Valley Crossroad (Farmers Valley Road, TR-385) | Potato Creek | Rural | McKean County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1888 | 0 | Variety Iron Works of Cleveland, Ohio | 8 | 8 | 144 | 43.89 | 146 | 44.5 | 15.7 | 4.79 | https://historicbridges.org/pennsylvania/valleycrossroad/little_p1420694_small.jpg | https://historicbridges.org/pennsylvania/valleycrossroad/little_p1420694.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/valleycrossroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.860680,-78.439720 | ||||||||||||||
| 3459 | Valley Drive Bridge | Silver Bridge | This extremely beautiful and ornate bridge looks like a bridge from Europe but and is one of the only examples of its kind in the United States.. The technical description of the main or most noteworthy span of the bridge is a 83.6 ft (25.48 m) metal eyebar chain suspension, fixed. The bridge was primarily built by Youngstown Bridge Company of Youngstown, Ohio. | 41.073270 | -80.688980 | Valley Drive | Mill Creek | Youngstown | Mahoning County, Ohio | Ohio | United States | Metal | Eyebar Chain | Suspension | Fixed | 0 | 1 | 0 | 0 | 1895 | 2007 | Youngstown Bridge Company of Youngstown, Ohio | 9 | 9 | 83.6 | 25.48 | 92.5 | 28.19 | 20 | 6.1 | https://historicbridges.org/ohio/youngstown/little_dscf0549_small.jpg | https://historicbridges.org/ohio/youngstown/little_dscf0549.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/youngstown/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.073270,-80.688980 | |||||||||||||||
| 3460 | Valley Road Bridge | This bridge is the longest multi-span bridge with a jack-arch deck in the county. The technical description of the main or most noteworthy span of the bridge is a 27 ft (8.23 m) metal stringer (multi-beam), fixed. The bridge was primarily built by George Dole of Wilmington, Delaware. The bridge was primarily designed by Nathan R. Rambo. | 39.818300 | -75.837140 | Valley Road (Willow Street) | Middle Branch White Clay Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 0 | 0 | 1914 | 0 | George Dole of Wilmington, Delaware | Nathan R. Rambo | 5 | 5 | 27 | 8.23 | 67 | 20.42 | 18 | 5.49 | https://historicbridges.org/pennsylvania/bridge248puseyabbatior/little_puseyabbatior_num248001_small.jpg | https://historicbridges.org/pennsylvania/bridge248puseyabbatior/little_puseyabbatior_num248001.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge248puseyabbatior/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.818300,-75.837140 | ||||||||||||||||
| 3461 | Valley Road Railroad Overpass | Lukens Spur Bridge | This is a multi-girder type beam bridge on concrete piers, and it has been abandoned. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 39.973440 | -75.847630 | Railroad (Lukens Spur) | Valley Road (PA-372) | Coatesville | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | Unknown | 2 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/lukensspur/little_lukensspuroverrt372001_small.jpg | https://historicbridges.org/pennsylvania/lukensspur/little_lukensspuroverrt372001.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/lukensspur/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.973440,-75.847630 | ||||||||||||||||
| 3463 | Valley Station Road Bridge | An altered example of this areas unusually large population of multi-span pony truss bridges. The technical description of the main or most noteworthy span of the bridge is a 58 ft (17.68 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. | 40.704230 | -74.987340 | Valley Station Road (Shurts Road) | Musconetcong River | Rural | Hunterdon County, New Jersey and Warren County, New Jersey | New Jersey | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 4 | 2 | 0 | 0 | 1901 | 2005 | Unknown | 6 | 4 | 58 | 17.68 | 117 | 35.66 | 15.5 | 4.72 | https://historicbridges.org/newjersey/valleyroad/little_pict4835_small.jpg | https://historicbridges.org/newjersey/valleyroad/little_pict4835.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/valleyroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.704230,-74.987340 | ||||||||||||||
| 3464 | Valley Way Road Bridge | This is a small but attractive bridge that is easilly visible and part of a historic district. The technical description of the main or most noteworthy span of the bridge is a 25 ft (7.62 m) stone Segmental deck arch, fixed. The bridge was primarily built by P. J. McCormick and Son of West Chester, Pennsylvania. The bridge was primarily designed by Nathan R. Rambo. | 40.148570 | -75.738580 | Valley Way Road (TR-407) | South Branch French Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1913 | 0 | P. J. McCormick and Son of West Chester, Pennsylvania | Nathan R. Rambo | 6 | 6 | 25 | 7.62 | 30.8 | 9.39 | 17.4 | 5.3 | https://historicbridges.org/pennsylvania/chester246warwickfurnace/little_bridge24610_small.jpg | https://historicbridges.org/pennsylvania/chester246warwickfurnace/little_bridge24610.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester246warwickfurnace/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.148570,-75.738580 | ||||||||||||||
| 3465 | Vallonia Bridge | Jackson County Bridge 193 | This bridge is a rare, multi-span example of its type with unusual truss details as well. The technical description of the main or most noteworthy span of the bridge is a 123 ft (37.49 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Indiana Bridge Company of Muncie, Indiana. | 38.853960 | -86.109430 | CR-375 West (Old Alignment) | East Fork White River | Rural | Jackson County, Indiana | Indiana | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 9 | 2 | 0 | 0 | 1887 | 0 | Indiana Bridge Company of Muncie, Indiana | 8 | 8 | 123 | 37.49 | 250 | 76.2 | 16 | 4.88 | https://historicbridges.org/indiana/vallonia/little_dscf7184_small.jpg | https://historicbridges.org/indiana/vallonia/little_dscf7184.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/vallonia/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.853960,-86.109430 | |||||||||||||
| 3467 | Van Buren Street Bridge | One of a number of remaining similarly-designed bascule bridges in Chicago. The technical description of the main or most noteworthy span of the bridge is a 210.3 ft (64.1 m) metal rivet-connected Pratt railing height truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Overland Construction Company of Chicago, Illinois. The bridge was primarily designed by City of Chicago. | 41.876750 | -87.637470 | Van Buren Street | South Branch Chicago River | Chicago | Cook County, Illinois | Illinois | United States | Metal | Pratt | Rivet-Connected | Railing Height | Truss | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1956 | 0 | Overland Construction Company of Chicago, Illinois | City of Chicago | 5 | 4 | 210.3 | 64.1 | 267 | 81.38 | 44 | 13.41 | https://historicbridges.org/illinois/vanburen/little_dscf3679_small.jpg | https://historicbridges.org/illinois/vanburen/little_dscf3679.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/vanburen/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.876750,-87.637470 | |||||||||
| 3468 | Van Buren Street Bridge | Although heavilly reconstructed and rendered non-structural, this arch remains an extremely rare example of a Melan arch. The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Concrete-Steel Engineering Company of New York, New York. | 39.755670 | -75.551630 | Van Buren Street | Brandywine Creek and Canal | Wilmington | New Castle County, Delaware | Delaware | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 8 | 0 | 0 | 1906 | 1998 | Unknown | Concrete-Steel Engineering Company of New York, New York | 7 | 7 | 64 | 19.51 | 353.7 | 107.81 | 24 | 7.32 | https://historicbridges.org/delaware/vanburen/little_dscf1904_small.jpg | https://historicbridges.org/delaware/vanburen/little_dscf1904.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=delaware/vanburen/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.755670,-75.551630 | ||||||||||||||
| 3469 | Van Buren Street Bridge | This small and attractive Warren pony truss is Kalamazoo County's last remaining truss bridge and has been preserved. The technical description of the main or most noteworthy span of the bridge is a 28 ft (8.53 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Elkhart Bridge and Iron Company of Elkhart, Indiana. | 42.336250 | -85.350650 | Van Buren Street | Augusta Creek Canal | Augusta | Kalamazoo County, Michigan | Michigan | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1907 | 2006 | Elkhart Bridge and Iron Company of Elkhart, Indiana | 4 | 8 | 28 | 8.53 | 30.8 | 9.39 | 15 | 4.57 | https://historicbridges.org/truss/augusta/little_pict1368_small.jpg | https://historicbridges.org/truss/augusta/little_pict1368.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/augusta/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.336250,-85.350650 | ||||||||||||||
| 3470 | Van Buren Street Pedestrian Bridge | This attractive bridge allows pedestrians to cross over the railroad line that runs through and under the park. The technical description of the main or most noteworthy span of the bridge is a metal (concrete encased) deck girder, fixed. The bridge was primarily built by Unknown. | 41.877030 | -87.622680 | Grant Park Walkway | Railroad (Metra Electric District, NICTD South Shore Line, Former Illinois Central) | Chicago | Cook County, Illinois | Illinois | United States | Metal (Concrete Encased) | Deck | Girder | Fixed | 0 | 3 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/vanburenped/little_dscf3095_small.jpg | https://historicbridges.org/illinois/vanburenped/little_dscf3095.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/vanburenped/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.877030,-87.622680 | ||||||||||||||||
| 3472 | Vandergrift Bridge | Rudy Minarcin Bridge | This attractive bridge continures to welcome visitors into Vandergrift. The technical description of the main or most noteworthy span of the bridge is a 310 ft (94.49 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Pennsylvania State Highway Department. | 40.606200 | -79.560780 | Third Street (Dime Road, Farragut Avenue, PA-56, and PA-66 Alt) | Kiskiminetas River | Vandergrift | Armstrong County, Pennsylvania and Westmoreland County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 12 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1933 | 1988 | McClintic-Marshall Company of Pittsburgh, Pennsylvania | Pennsylvania State Highway Department | 6 | 6 | 310 | 94.49 | 497 | 151.49 | 32.2 | 9.81 | https://historicbridges.org/pennsylvania/vandergrift/bkg_swpenn0693_small.jpg | https://historicbridges.org/pennsylvania/vandergrift/swpenn071142.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/vandergrift/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.606200,-79.560780 | |||||||||
| 3473 | Van Voast Avenue Bridge | This uncommon riveted pedestrian truss bridge was preserved. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 39.105920 | -84.477870 | Van Voast Avenue Walkway | Railroad (CSX) | Bellevue | Campbell County, Kentucky | Kentucky | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 2003 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/kentucky/vanvoast/little_026_small.jpg | https://historicbridges.org/kentucky/vanvoast/little_026.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/vanvoast/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.105920,-84.477870 | ||||||||||||||
| 3475 | Vaughn Avenue Railroad Overpass | NP Bridge Number 0.41 | This is an interesting plate girder overpass on account of the steel bent supports and approach spans. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 46.586780 | -90.885850 | Railroad (Rail-Trail) | Vaughn Avenue (5th Avenue) | Ashland | Ashland County, Wisconsin | Wisconsin | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 4 | 1897 | 1935 | Unknown | 2 | 5 | 45 | 13.72 | 99 | 30.18 | 0 | 0 | https://historicbridges.org/wisconsin/vaughn/img_0625_small.jpg | https://historicbridges.org/wisconsin/vaughn/IMG_0622.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/vaughn/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.586780,-90.885850 | |||||||||||||||
| 3477 | Ventre De Beuf Drain Bridge | This is the last remaining concrete girder bridge in Macomb County. The technical description of the main or most noteworthy span of the bridge is a 32.8 ft (10 m) concrete through girder, fixed. The bridge was primarily built by Macomb County Road Commission. The bridge was primarily designed by Michigan State Highway Department. | 42.573420 | -82.821140 | Jefferson Avenue | Ventre De Beuf Drain | Harrison Township | Macomb County, Michigan | Michigan | United States | Concrete | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1923 | 0 | Macomb County Road Commission | Michigan State Highway Department | 4 | 7 | 32.8 | 10 | 34.8 | 10.61 | 23 | 7.01 | https://historicbridges.org/michigan/jeffersonaventre/bkg_07photos113_small.jpg | https://historicbridges.org/michigan/jeffersonaventre/07photos331.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/jeffersonaventre/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.573420,-82.821140 | |||||||||||||||
| 3478 | Vera Cruz Bridge | This impressive and noteworthy bridge has been abandoned next to a replacement bridge. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Indiana Bridge Company of Muncie, Indiana. | 40.698600 | -85.082970 | Abandoned IN-301 Alignment | Wabash River | Vera Cruz | Wells County, Indiana | Indiana | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 12 | 1 | 0 | 0 | 1887 | 0 | Indiana Bridge Company of Muncie, Indiana | 8 | 8 | 150 | 45.72 | 0 | 0 | 0 | 0 | https://historicbridges.org/indiana/veracruz/little_veracruz1912_small.jpg | https://historicbridges.org/indiana/veracruz/little_brg_0449.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/veracruz/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.698600,-85.082970 | ||||||||||||||
| 3479 | Vermontville Bridge | A good example of a continuous stringer bridge built in the mid-20th Century. The technical description of the main or most noteworthy span of the bridge is a 44 ft (13.41 m) metal continuous stringer (multi-beam), fixed. The bridge was primarily built by Fry Construction Company of Lansing, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 42.611630 | -85.024870 | Ionia Road | Thornapple River | Vermontville | Eaton County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | Continuous | 3 | 0 | 0 | 1957 | 0 | Fry Construction Company of Lansing, Michigan | Michigan State Highway Department | 1 | 2 | 44 | 13.41 | 112 | 34.14 | 23 | 7.01 | https://historicbridges.org/michigan/ionia_thornapple/little_ioniardthornappler11_small.jpg | https://historicbridges.org/michigan/ionia_thornapple/little_ioniardthornappler11.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/ionia_thornapple/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.611630,-85.024870 | |||||||||||||||
| 3481 | Verne Road Fairchild Creek Bridge | A long-abandoned pony truss with good historic integrity, however is on unsound abutments. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 43.263350 | -84.041590 | Verne Road | Fairchild Creek | Rural | Saginaw County, Michigan | Michigan | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1923 | 0 | Unknown | 6 | 6 | 60 | 18.29 | 63 | 19.2 | 17.4 | 5.3 | https://historicbridges.org/michigan/vernefairchild/little_dscf8757_small.jpg | https://historicbridges.org/michigan/vernefairchild/little_dscf8726.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/vernefairchild/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.263350,-84.041590 | ||||||||||||||
| 3483 | Vernon Fork Bridge | Decatur County Bridge 106 | This unaltered stone arch bridge stands out among other area arch bridges for the size of its arches. The technical description of the main or most noteworthy span of the bridge is a 32.2 ft (9.81 m) stone Semicircular deck arch, fixed. The bridge was primarily built by James W. Craig. | 39.208470 | -85.414980 | CR-820 South (Millhousen Road) | Vernon Fork Muscatatuck River | Rural | Decatur County, Indiana and Ripley County, Indiana | Indiana | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1892 | 0 | James W. Craig | 7 | 8 | 32.2 | 9.81 | 102 | 31.09 | 17.4 | 5.3 | https://historicbridges.org/indiana/vernonforkbridge/little_vernonforkbridge3902_small.jpg | https://historicbridges.org/indiana/vernonforkbridge/little_vernonforkbridge3902.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/vernonforkbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.208470,-85.414980 | ||||||||||||||
| 3484 | Vernon Railroad Bridge | A small skewed through plate girder on an abandoned railroad. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. | 42.938974 | -84.036435 | Railroad (Abandoned Tuscola and Saginaw Bay) | Holly Drain | Vernon | Shiawassee County, Michigan | Michigan | United States | Metal | Through | Girder | Fixed | 0 | 0 | 0 | 0 | 0 | 0 | Unknown | 1 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/other/vernon/little_img_0057_small.jpg | https://historicbridges.org/other/vernon/little_img_0057.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/vernon/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.938974,-84.036435 | ||||||||||||||||
| 3485 | ! | Vernon Railroad Bridge | Pin-connected railroad truss bridges like this one are becoming increasingly rare. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. | 38.984960 | -85.603930 | Railroad (Norfolk Southern, Former Madison Railroad) | Vernon Fork Muscatatuck River | Vernon | Jennings County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Deck | Truss | Fixed | 8 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/indiana/vernonrrdecktruss/little_vernonrrdecktruss4496_small.jpg | https://historicbridges.org/indiana/vernonrrdecktruss/little_vernonrrdecktruss4496.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/vernonrrdecktruss/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.984960,-85.603930 | |||||||||||||
| 3486 | Vernon Railroad Overpass | Pike Street Bridge | This small stone arch bridge with brick arch ring is the oldest known bridge in Indiana. The technical description of the main or most noteworthy span of the bridge is a stone and brick Elliptical deck arch, fixed. The bridge was primarily built by Unknown. | 38.986470 | -85.609130 | Railroad (Norfolk Southern, Former Madison Railroad) | Pike Street | Vernon | Jennings County, Indiana | Indiana | United States | Stone and Brick | Elliptical | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1837 | 0 | Unknown | 7 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/indiana/pikestreetrrarch/little_pikestreetrrarch4455_small.jpg | https://historicbridges.org/indiana/pikestreetrrarch/little_pikestreetrrarch4455.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/pikestreetrrarch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.986470,-85.609130 | ||||||||||||||
| 3487 | Verona Road Bridge | This skewed curved t-beam showcases the skew well along with the illusions created from it. The technical description of the main or most noteworthy span of the bridge is a 129 ft (39.32 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Holloway Construction Company of Livonia and Wixom, Michigan and Jarvick Construction Company. The bridge was primarily designed by Michigan State Highway Department. | 42.297640 | -85.032850 | Verona Road | I-94 | Rural | Calhoun County, Michigan | Michigan | United States | Concrete | Curved | T-Beam | Fixed | 0 | Continuous | 4 | 0 | 0 | 1960 | 0 | Holloway Construction Company of Livonia and Wixom, Michigan and Jarvick Construction Company | Michigan State Highway Department | 1 | 1 | 129 | 39.32 | 414 | 126.19 | 30 | 9.14 | https://historicbridges.org/concrete/verona/bkg05fall19_small.jpg | https://historicbridges.org/concrete/verona/05fall156.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/verona/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.297640,-85.032850 | ||||||||||||||
| 3488 | Versailles Plank Road Bridge | Hobuck Flats Bridge | One of the few remaining bridges built by Horseheads Bridge Company, this bridge is also noted for its skew. The technical description of the main or most noteworthy span of the bridge is a 128 ft (39.01 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Horseheads Bridge Company of Horseheads, New York. | 42.699710 | -78.940490 | Versailles Plank Road | 18 Mile Creek | Rural | Erie County, New York | New York | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 0 | 1995 | Horseheads Bridge Company of Horseheads, New York | 8 | 8 | 128 | 39.01 | 128 | 39.01 | 0 | 0 | https://historicbridges.org/newyork/hobuckflats/little_img_2722_small.jpg | https://historicbridges.org/newyork/hobuckflats/little_img_2722.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/hobuckflats/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.699710,-78.940490 | |||||||||||||
| 3489 | Veterans Avenue Bridge | This unusual bridge does not follow the state standard plan in use at the time this bridge was built. The technical description of the main or most noteworthy span of the bridge is a 139.8 ft (42.61 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 42.343056 | -77.343889 | Veterans Avenue | Cohocton River | Bath | Steuben County, New York | New York | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1938 | 1975 | Unknown | 5 | 6 | 139.8 | 42.61 | 141.7 | 43.19 | 20 | 6.1 | https://historicbridges.org/newyork/bath/little_img_5511_small.jpg | https://historicbridges.org/newyork/bath/little_img_5511.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/bath/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.343056,-77.343889 | ||||||||||||||
| 3490 | Veterans Memorial Bridge | This bridge is a traditional mid-20th Century bascule bridge in Michigan and also features a significant approach system.. The technical description of the main or most noteworthy span of the bridge is a 185 ft (56.39 m) metal Variable Depth deck girder, movable: double leaf bascule, Rolling Lift. The bridge was primarily built by American Bridge Company of New York, New York. | 43.596310 | -83.893580 | M-25 | Saginaw River | Bay City | Bay County, Michigan | Michigan | United States | Metal | Variable Depth | Deck | Girder | Movable: Double Leaf Bascule | Rolling Lift | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 6 | 1956 | 2005 | American Bridge Company of New York, New York | 5 | 6 | 185 | 56.39 | 854 | 260.3 | 55.8 | 17.01 | https://historicbridges.org/michigan/baycityveterans/little_p1320484_small.jpg | https://historicbridges.org/michigan/baycityveterans/little_p1320484.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/baycityveterans/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.596310,-83.893580 | ||||||||||
| 3491 | Veterans Memorial Drive Bridge | This bridge is a standard design with an unusual addition of a sidewalk. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. | 42.930720 | -85.756220 | Veterans Memorial Drive | Tallman Creek | Walker | Kent County, Michigan | Michigan | United States | Concrete | Slab | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 2 | 1 | 0 | 0 | 28 | 8.53 | 22 | 6.71 | https://historicbridges.org/michigan/vetmemdrive/little_vetmemdrtallmancr6_small.jpg | https://historicbridges.org/michigan/vetmemdrive/little_vetmemdrtallmancr6.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/vetmemdrive/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.930720,-85.756220 | |||||||||||||||||
| 3492 | ! | Victoria Bridge | Ridout Street Bridge | An attractive two-span pony truss with a visible skew. The technical description of the main or most noteworthy span of the bridge is a 126 ft (38.4 m) metal rivet-connected Modified Warren pony truss, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. | 42.976680 | -81.251000 | Ridout Street | South Branch Thames River | London | Middlesex County, Ontario | Ontario | Canada | Metal | Modified Warren | Rivet-Connected | Pony | Truss | Fixed | 7 | 2 | 0 | 0 | 1926 | 1956 | Hamilton Bridge Company of Hamilton, Ontario | 6 | 6 | 126 | 38.4 | 258 | 78.64 | 31 | 9.45 | https://historicbridges.org/truss/ridout/little_pict6929_small.jpg | https://historicbridges.org/truss/ridout/little_pict6929.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/ridout/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.976680,-81.251000 | ||||||||||||
| 3493 | Victoria Avenue Bridge | This beautiful overpass is the only known example of a stone faced rigid frame overpass in Ontario. The technical description of the main or most noteworthy span of the bridge is a concrete (stone faced) rigid-frame, fixed. The bridge was primarily built by Unknown. | 43.096380 | -79.072860 | Victoria Avenue | KH-420 (Roberts Street) | Niagara Falls | Niagara Region, Ontario | Ontario | Canada | Concrete (Stone Faced) | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1941 | 0 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/kh420victoriaavenue/little_kh420victoriaavenue0455_small.jpg | https://historicbridges.org/ontario/kh420victoriaavenue/little_kh420victoriaavenue0455.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/kh420victoriaavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.096380,-79.072860 | |||||||||||||||||
| 3494 | Victoria Avenue Bridge End Posts | A heritage bridge was demolished and replaced here in 2010, and today only the stone end posts from 1906 remain. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 43.189870 | -79.395010 | Victoria Avenue | Wine Creek | Lincoln | Niagara Region, Ontario | Ontario | Canada | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 2010 | 0 | Unknown | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/victoriaavenuelincoln/little_victoriaavenuelincoln0327_small.jpg | https://historicbridges.org/ontario/victoriaavenuelincoln/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/victoriaavenuelincoln/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.189870,-79.395010 | |||||||||||||||
| 3495 | Victoria Park Bridge | This ornate bridge is centerpiece for a city park and is a truly unique heritage bridge without equal in Canada. The technical description of the main or most noteworthy span of the bridge is a metal cantilever pin-connected through truss, fixed. The bridge was primarily built by Central Bridge and Engineering Company of Peterborough, Ontario. The bridge was primarily designed by William H. Law of Peterborough, Ontario. | 43.447120 | -80.497200 | Pedestrian Walkway | Victoria Park Lake | Kitchener | Waterloo Region, Ontario | Ontario | Canada | Metal | Pin-Connected | Through | Truss | Fixed | 0 | Cantilever | 3 | 0 | 0 | 1896 | 0 | Central Bridge and Engineering Company of Peterborough, Ontario | William H. Law of Peterborough, Ontario | 9 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/victoriapark/little_p1550797_small.jpg | https://historicbridges.org/ontario/victoriapark/little_p1550797.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/victoriapark/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.447120,-80.497200 | |||||||||||||
| 3496 | Vienna Street Bridge | An extremely old trunk line bridge, this arch bridge was widened with stringers. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 43.177380 | -83.732370 | Vienna Street (M-57) | Pine Run | Clio | Genesee County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1915 | 1960 | Unknown | 2 | 3 | 30 | 9.14 | 30 | 9.14 | 46 | 14.02 | https://historicbridges.org/michigan/clio/little_pict7535_small.jpg | https://historicbridges.org/michigan/clio/little_pict7535.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/clio/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.177380,-83.732370 | |||||||||||||||
| 3497 | ! | Vigo Bridge | This attractive and well-built heritage bridge has been targeted for demolition by Simcoe County! The technical description of the main or most noteworthy span of the bridge is a 148.3 ft (45.2 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. | 44.481110 | -79.931760 | Flos Road 4 | Nottawasaga River | Rural | Simcoe County, Ontario | Ontario | Canada | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1911 | 1980 | Hamilton Bridge Company of Hamilton, Ontario | 7 | 7 | 148.3 | 45.2 | 148.3 | 45.2 | 15.1 | 4.6 | https://historicbridges.org/ontario/vigo/little_p1560954_small.jpg | https://historicbridges.org/ontario/vigo/little_p1560954.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/vigo/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.481110,-79.931760 | |||||||||||||
| 3498 | Village Street Bridge | Webster Road Bridge | This is a well-maintained arch bridge The technical description of the main or most noteworthy span of the bridge is a 67 ft (20.42 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Sanders Contracting Company of Portland, Maine. | 44.032320 | -70.103630 | Village Street (Webster Road) | Sabbatus River | Lisbon | Androscoggin County, Maine | Maine | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1913 | 1987 | Sanders Contracting Company of Portland, Maine | 4 | 6 | 67 | 20.42 | 140 | 42.67 | 28.2 | 8.6 | https://historicbridges.org/maine/lisbon/little_p1500027_small.jpg | https://historicbridges.org/maine/lisbon/little_p1500027.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maine/lisbon/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.032320,-70.103630 | ||||||||||||||
| 3499 | Vineland Research and Innovation Centre Bridge | This is an old bridge that was built as a concrete arch with a stone facing as well as stone railings. The technical description of the main or most noteworthy span of the bridge is a concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 43.189150 | -79.395910 | Vineland Research and Innovation Centre Drive | Wine Creek | Lincoln | Niagara Region, Ontario | Ontario | Canada | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/vinelandresearchandinnovationcentre/little_vinelandresearchandinnovationcentre0358_small.jpg | https://historicbridges.org/ontario/vinelandresearchandinnovationcentre/little_vinelandresearchandinnovationcentre0358.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/vinelandresearchandinnovationcentre/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.189150,-79.395910 | |||||||||||||||
| 3500 | Virgil Gilman Trail Fox River Bridge | Elgin, Jolilet and Eastern Bridge 420 | This two span railroad truss bridge has two unusual diagonal member replacements. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Milwaukee Bridge and Iron Works of Milwaukee, Wisconsin. | 41.744390 | -88.327500 | Railroad (Virgil Gilman Rail-Trail) | Fox River | Aurora | Kane County, Illinois | Illinois | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 2 | 0 | 0 | 1897 | 0 | Milwaukee Bridge and Iron Works of Milwaukee, Wisconsin | 7 | 7 | 130 | 39.62 | 260 | 79.25 | 0 | 0 | https://historicbridges.org/illinois/aurorarrbridgesouth/little_p1450500_small.jpg | https://historicbridges.org/illinois/aurorarrbridgesouth/little_p1450500.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/aurorarrbridgesouth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.744390,-88.327500 | |||||||||||||
| 3501 | Virgil Gilman Trail River Street Bridge | Elgin, Jolilet and Eastern Bridge 420 | This is an intact railroad plate girder overpass sitting on stone abutments. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 41.745220 | -88.329520 | Railroad (Virgil Gilman Rail-Trail) | River Street | Aurora | Kane County, Illinois | Illinois | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1926 | 0 | American Bridge Company of New York, New York | 2 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/riverstreetrroverpasssouth/little_p1450675_small.jpg | https://historicbridges.org/illinois/riverstreetrroverpasssouth/little_p1450675.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/riverstreetrroverpasssouth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.745220,-88.329520 | |||||||||||||||
| 3502 | Volunteer Bridge | This railroad bridge was preseved but an opportunity to also preserve an adjacent historic pony truss was thrown away. The technical description of the main or most noteworthy span of the bridge is a 159 ft (48.46 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 41.865260 | -88.116570 | Railroad (Rail-Trail - Illinois Prairie Path) | Railroad (Metra Union Pacific West and Union Pacific) | Wheaton | DuPage County, Illinois | Illinois | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1902 | 0 | King Bridge Company of Cleveland, Ohio | 6 | 7 | 159 | 48.46 | 0 | 0 | 13.9 | 4.24 | https://historicbridges.org/illinois/wheaton/little_p1290627_small.jpg | https://historicbridges.org/illinois/wheaton/little_p1290627.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/wheaton/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.865260,-88.116570 | ||||||||||||||
| 3503 | Vreeland Road Bridge | This concrete arch was widened by adding a three span concrete slab structure to one side. The technical description of the main or most noteworthy span of the bridge is a 55.8 ft (17.01 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 42.111820 | -83.222490 | Vreeland Road | Blakely Drain | Woodhaven | Wayne County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1925 | 1956 | Unknown | 5 | 6 | 55.8 | 17.01 | 55.8 | 17.01 | 37 | 11.28 | https://historicbridges.org/michigan/vreeland/little_p1370432_small.jpg | https://historicbridges.org/michigan/vreeland/little_p1370432.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/vreeland/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.111820,-83.222490 | |||||||||||||||
| 3504 | Wabash Avenue Bridge | Irv Kupcinet Bridge | An excellent early example of one of Chicago's unusual deck truss bascule bridges. The technical description of the main or most noteworthy span of the bridge is a 269 ft (81.99 m) metal rivet-connected Pratt railing height truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Ketler-Elliott Company of Chicago, Illinois. The bridge was primarily designed by City of Chicago. | 41.887970 | -87.626950 | Wabash Avenue | Chicago River | Chicago | Cook County, Illinois | Illinois | United States | Metal | Pratt | Rivet-Connected | Railing Height | Truss | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 1930 | 2003 | Ketler-Elliott Company of Chicago, Illinois | City of Chicago | 7 | 7 | 269 | 81.99 | 345.2 | 105.22 | 57 | 17.37 | https://historicbridges.org/truss/wabash/little_dscf3258_small.jpg | https://historicbridges.org/truss/wabash/little_addchi_brg_6358_59_60vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/wabash/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.887970,-87.626950 | ||||||||
| 3505 | Wabash Cannonball Bridge | Stangle Bridge, Purple Head Bridge | This unique bridge is a railroad bridge converted for vehicular use, and has three different construction dates for its variety of spans. The technical description of the main or most noteworthy span of the bridge is a 235 ft (71.63 m) metal rivet-connected Warren through truss, movable: swing, Center Pier. The bridge was primarily built by Edge Moor Bridge Works of Wilmington, Delaware and King Bridge Company of Cleveland, Ohio. | 38.605130 | -87.627300 | TR-257 (Wabash Cannonball Road) | Wabash River | St. Francisville | Lawrence County, Illinois and Knox County, Indiana | Illinois and Indiana | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Swing | Center Pier | 0 | 1 | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 0 | 16 | 1897 | 1924 | Edge Moor Bridge Works of Wilmington, Delaware and King Bridge Company of Cleveland, Ohio | 8 | 8 | 235 | 71.63 | 1441 | 439.22 | 0 | 0 | https://historicbridges.org/indiana/wabashcannonball/little_dscf5615_small.jpg | https://historicbridges.org/indiana/wabashcannonball/little_dscf5615.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/wabashcannonball/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.605130,-87.627300 | ||||||
| 3508 | Waco Railroad Bridge East | One of two historic railroad bridges sitting side by side, this was built by a prolific and noteworthy bridge company. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 31.559300 | -97.123360 | Railroad | Brazos River | Waco | McLennan County, Texas | Texas | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 3 | Metal | Through | Girder | Fixed | 0 | 3 | 1906 | 0 | King Bridge Company of Cleveland, Ohio | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/texas/rr2/little_pict9522_small.jpg | https://historicbridges.org/texas/rr2/little_pict9522.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/rr2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.559300,-97.123360 | ||||||||||
| 3509 | Waco Railroad Bridge West | One of two historic railroad bridges sitting side by side, this is an impressive Parker truss. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 31.559770 | -97.124330 | Railroad | Brazos River | Waco | McLennan County, Texas | Texas | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 7 | 3 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/texas/rr1/little_pict9498_small.jpg | https://historicbridges.org/texas/rr1/little_pict9498.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/rr1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.559770,-97.124330 | ||||||||||||||
| 3511 | Wacousta Road Bridge | This is an unaltered example of a typical mid-20th century bridge in Michigan. The technical description of the main or most noteworthy span of the bridge is a 43 ft (13.11 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Fry Construction Company of Lansing, Michigan. | 42.823060 | -84.700830 | Wacousta Road | Looking Glass River | Wacousta | Clinton County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | 1955 | 0 | Fry Construction Company of Lansing, Michigan | 1 | 2 | 43 | 13.11 | 86 | 26.21 | 24 | 7.32 | https://historicbridges.org/michigan/wacousta/little_dscf4859_small.jpg | https://historicbridges.org/michigan/wacousta/little_dscf4859.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/wacousta/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.823060,-84.700830 | |||||||||||||||||
| 3517 | Walden-Bluff's Edge Bridge | This is the largest of three extremely unusual and attractive historic steel arch bridges in this area. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal hingeless Solid Ribbed deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by J. H. Gray. Special note about bridge location: Public vehicular access up to this bridge is from the south. The bridge is open to pedestrian traffic only. | 42.235340 | -87.816270 | Bluffs Edge Drive | McCormick Ravine | Lake Forest | Lake County, Illinois | Illinois | United States | Public vehicular access up to this bridge is from the south. The bridge is open to pedestrian traffic only. | Metal | Solid Ribbed | Hingeless | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1901 | 1998 | Unknown | J. H. Gray | 8 | 8 | 140 | 42.67 | 0 | 0 | 16.4 | 5 | https://historicbridges.org/illinois/waldenbluffsedge/little_waldenbluffsedgebridge2191_small.jpg | https://historicbridges.org/illinois/waldenbluffsedge/little_waldenbluffsedgebridge2191.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/waldenbluffsedge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.235340,-87.816270 | ||||||||||||
| 3518 | Walden Lane East Bridge | This is the smallest of three extremely unusual and attractive historic steel arch bridges in this area. The technical description of the main or most noteworthy span of the bridge is a 49 ft (14.94 m) metal hingeless Solid Ribbed deck arch, fixed. The bridge was primarily built by Unknown. | 42.232910 | -87.820510 | Walden Lane | Ravine | Lake Forest | Lake County, Illinois | Illinois | United States | Metal | Solid Ribbed | Hingeless | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1914 | 1995 | Unknown | 7 | 6 | 49 | 14.94 | 61 | 18.59 | 17 | 5.18 | https://historicbridges.org/illinois/waldenlaneeast/little_waldenlaneeast2020_small.jpg | https://historicbridges.org/illinois/waldenlaneeast/little_waldenlaneeast2020.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/waldenlaneeast/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.232910,-87.820510 | ||||||||||||||
| 3519 | Walden Lane West Bridge | One of three extremely unusual and attractive historic steel arch bridges in this area, this bridge is noted for its skew. The technical description of the main or most noteworthy span of the bridge is a 85 ft (25.91 m) metal hingeless Solid Ribbed deck arch, fixed. The bridge was primarily built by Unknown. | 42.233090 | -87.821530 | Walden Lane | Ravine | Lake Forest | Lake County, Illinois | Illinois | United States | Metal | Solid Ribbed | Hingeless | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1914 | 1995 | Unknown | 7 | 8 | 85 | 25.91 | 118 | 35.97 | 17 | 5.18 | https://historicbridges.org/illinois/waldenlanewest/little_waldenlanewest2112_small.jpg | https://historicbridges.org/illinois/waldenlanewest/little_waldenlanewest2112.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/waldenlanewest/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.233090,-87.821530 | ||||||||||||||
| 3521 | Walhachin Bridge | This bridge is significant for its integrity and association with noteworthy engineering and construction firms. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Algoma Steel Bridge Company of Winnipeg, Manitoba. The bridge was primarily designed by Waddell and Harrington of Kansas City, Missouri. | 50.764538 | -121.032064 | Riverview Drive | Thompson River | Rural | Thompson-Nicola District, British Columbia | British Columbia | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 9 | 2 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 3 | 1911 | 0 | Algoma Steel Bridge Company of Winnipeg, Manitoba | Waddell and Harrington of Kansas City, Missouri | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/britishcolumbia/walhachin/little_4957743621_6b762b752fwalhachinthompsonriverbridge_o_small.jpg | https://historicbridges.org/britishcolumbia/walhachin/little_4957743621_6b762b752fwalhachinthompsonriverbridge_o.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/walhachin/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.764538,-121.032064 | ||||||||||
| 3522 | Walker Bridge | This bridge appears to be from an old alignment of nearby State Road. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 44.112860 | -85.683820 | Private Drive | Pine River | Rural | Lake County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 1 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/walker/little_2011august003_small.jpg | https://historicbridges.org/michigan/walker/little_2011august003.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/walker/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.112860,-85.683820 | |||||||||||||||||
| 3523 | ! | Walker Hill Road Bridge | This unaltered riveted truss bridge has been closed to traffic. The technical description of the main or most noteworthy span of the bridge is a 54 ft (16.46 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 39.968000 | -80.446850 | Walker Hill Road (TR-342) | Owens Run | Rural | Greene County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 4 | 1 | 0 | 0 | 1911 | 0 | Unknown | 6 | 5 | 54 | 16.46 | 57 | 17.37 | 13.8 | 4.21 | https://historicbridges.org/pennsylvania/walkerhill/little_walkerhill0093_small.jpg | https://historicbridges.org/pennsylvania/walkerhill/little_walkerhill0093.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/walkerhill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.968000,-80.446850 | |||||||||||||
| 3524 | Walker Road Bridge | This unusual bridge appears to have been built from a railroad flatcar, something that is not unheard of. The technical description of the main or most noteworthy span of the bridge is a 49 ft (14.94 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 46.088940 | -87.626850 | Walker Road | North Branch Ford River | Rural | Dickinson County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1957 | 1997 | Unknown | 5 | 5 | 49 | 14.94 | 52.2 | 15.91 | 9.8 | 2.99 | https://historicbridges.org/michigan/walkerroad/little_walkerroad_0487_small.jpg | https://historicbridges.org/michigan/walkerroad/little_walkerroad_0487.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/walkerroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.088940,-87.626850 | |||||||||||||||||
| 3525 | Walker Street Bridge | A short pony truss provides an attractive railroad grade separation. The technical description of the main or most noteworthy span of the bridge is a 57 ft (17.37 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Boston Bridge Works of Boston, Massachusetts. | 42.640870 | -71.330540 | Walker Street | Railroad (Boston and Maine) | Lowell | Middlesex County, Massachusetts | Massachusetts | United States | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1910 | 1994 | Boston Bridge Works of Boston, Massachusetts | 5 | 5 | 57 | 17.37 | 64 | 19.51 | 23 | 7.01 | https://historicbridges.org/massachusetts/walker/main_small.jpg | https://historicbridges.org/massachusetts/walker/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/walker/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.640870,-71.330540 | ||||||||||||||
| 3526 | Wall Street Bridge | One of three lenticular truss bridges in Homer, this is the only one still serving vehicular traffic. The technical description of the main or most noteworthy span of the bridge is a 57.7 ft (17.59 m) metal pin-connected Lenticular pony truss, fixed. The bridge was primarily built by Corrugated Metal Company of East Berlin, Connecticut (Berlin Iron Bridge Company of East Berlin, Connecticut). | 42.637060 | -76.176620 | Wall Street | West Branch Tioughnioga River | Homer | Cortland County, New York | New York | United States | Metal | Lenticular | Pin-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1878 | 1988 | Corrugated Metal Company of East Berlin, Connecticut (Berlin Iron Bridge Company of East Berlin, Connecticut) | 9 | 9 | 57.7 | 17.59 | 58.7 | 17.89 | 10.5 | 3.2 | https://historicbridges.org/newyork/wall/bkg_newyork618_small.jpg | https://historicbridges.org/newyork/wall/newyork1830.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/wall/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.637060,-76.176620 | ||||||||||||||
| 3527 | Wallace Avenue Foot Bridge | This rare riveted pony truss foot bridge has some unusual configurations due to a skewed design. The technical description of the main or most noteworthy span of the bridge is a 85 ft (25.91 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Ontario Bridge Company of Toronto, Ontario. | 43.660490 | -79.453430 | Wallace Avenue (Pedestrian Walkway) | Railroad (Go, Canadian National) | Toronto | Toronto City, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 7 | 3 | 0 | 0 | 1907 | 0 | Ontario Bridge Company of Toronto, Ontario | 7 | 7 | 85 | 25.91 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/wallaceavenue/little_wallaceavenue0470_small.jpg | https://historicbridges.org/ontario/wallaceavenue/little_wallaceavenue0470.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/wallaceavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.660490,-79.453430 | ||||||||||||||
| 3528 | Cooks Crossing Bridge | Wallace Road Bridge | A rare pony example of the Penn Bridge Company's unusual end post connection detail. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania. | 40.863840 | -80.426380 | Wallace Road | North Fork Little Beaver Creek | Rural | Lawrence County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 7 | 1 | 0 | 0 | 1892 | 0 | Penn Bridge Company of Beaver Falls, Pennsylvania | 7 | 7 | 80 | 24.38 | 88 | 26.82 | 14.8 | 4.51 | https://historicbridges.org/pennsylvania/wallace/bkg_swpenn1444_small.jpg | https://historicbridges.org/pennsylvania/wallace/swpenn070428.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/wallace/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.863840,-80.426380 | |||||||||||||
| 3530 | Wallaceburg Railway Bridge | This is a former Chesapeake and Ohio line, and the bridge is a rare example of a plate girder swing bridge. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal through girder, movable: swing, Center Pier. The bridge was primarily built by Unknown. | 42.589030 | -82.393150 | Railroad (CSX) | Sydenham River | Wallaceburg | Chatham-Kent Region, Ontario | Ontario | Canada | Metal | Through | Girder | Movable: Swing | Center Pier | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 200 | 60.96 | 275 | 83.82 | 0 | 0 | https://historicbridges.org/ontario/wallaceburg/little_pict2809_small.jpg | https://historicbridges.org/ontario/wallaceburg/little_pict2809.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/wallaceburg/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.589030,-82.393150 | |||||||||||||||
| 3531 | Walnut Grove Bridge | This is a late example of a heel-trunnion bascule bridge, but it retains many of the details of earlier examples. The technical description of the main or most noteworthy span of the bridge is a 226 ft (68.88 m) metal rivet-connected Pratt through truss, movable: double leaf bascule, Heel Trunnion. The bridge was primarily built by Consolidated Western Steel Corporation of Los Angeles, California. | 38.242140 | -121.514960 | Walnut Grove Crossing | Sacramento River | Walnut Grove | Sacramento County, California | California | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Movable: Double Leaf Bascule | Heel Trunnion | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 6 | 1951 | 0 | Consolidated Western Steel Corporation of Los Angeles, California | 6 | 5 | 226 | 68.88 | 302 | 92.05 | 24 | 7.32 | https://historicbridges.org/california/walnutgrove/little_day2_walnutgrove02109_small.jpg | https://historicbridges.org/california/walnutgrove/little_day2_walnutgrove02109.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/walnutgrove/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.242140,-121.514960 | ||||||||||
| 3538 | Wampum Road Bridge | Willow Grove Mahoning Bridge, Old SR-18 Bridge | This is an unusual example of a state standard Parker truss bridge with a heavy skew. The technical description of the main or most noteworthy span of the bridge is a 257 ft (78.33 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. | 40.961100 | -80.380650 | Wampum Road (Old PA-18) | Mahoning River | Rural | Lawrence County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1930 | 0 | Unknown | Pennsylvania State Highway Department | 6 | 6 | 257 | 78.33 | 369 | 112.47 | 30.2 | 9.2 | https://historicbridges.org/pennsylvania/old18/little_pict9158_small.jpg | https://historicbridges.org/pennsylvania/old18/little_pict9158.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/old18/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.961100,-80.380650 | |||||||||
| 3540 | Wardell Bridge | Old Iron Bridge | A beautiful, traditional through truss bridge has had a hard life but is still functioning today. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 36.349470 | -89.822110 | CR-216 | Little River | Wardell | Pemiscot County, Missouri | Missouri | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 1 | 0 | 0 | Unknown | 6 | 7 | 100 | 30.48 | 133 | 40.54 | 11.2 | 3.41 | https://historicbridges.org/missouri/wardell/little_wardell_pemiscotcountymo_8894_small.jpg | https://historicbridges.org/missouri/wardell/little_wardell_pemiscotcountymo_8894.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/wardell/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.349470,-89.822110 | |||||||||||||
| 3541 | Worden Road Bridge | This bridge consists of two slightly different pony truss spans. The technical description of the main or most noteworthy span of the bridge is a 68 ft (20.73 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by F. W. Sage of Rochester, New York. | 43.856390 | -75.930560 | Worden Road | Sandy Creek | Rural | Jefferson County, New York | New York | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 2 | 0 | 0 | 1910 | 1942 | F. W. Sage of Rochester, New York | 6 | 6 | 68 | 20.73 | 130 | 39.62 | 11.2 | 3.41 | https://historicbridges.org/newyork/worden/little_worden0164_small.jpg | https://historicbridges.org/newyork/worden/little_worden0164.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/worden/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.856390,-75.930560 | ||||||||||||||
| 3542 | Warren Road Hines Drive Bridge | Warren Avenue Hines Drive Bridge | One of the youngest rigid frame overpass bridges crossing historic Hines Drive. The technical description of the main or most noteworthy span of the bridge is a 66 ft (20.12 m) concrete rigid-frame, fixed. The bridge was primarily built by Sugden and Sivier. | 42.341730 | -83.263190 | Warren Road (Warren Avenue) | Hines Drive | Dearborn | Wayne County, Michigan | Michigan | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1957 | 0 | Sugden and Sivier | 2 | 2 | 66 | 20.12 | 73.8 | 22.49 | 59.7 | 18.2 | https://historicbridges.org/michigan/warren/little_p1370715_small.jpg | https://historicbridges.org/michigan/warren/little_p1370715.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/warren/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.341730,-83.263190 | ||||||||||||||||
| 3543 | ! | Warsaw Road Bridge 27 | Parkhill Road Bridge | This is an excellent surviving example of a plate girder swing bridge on the Trent-Severn Waterway. The technical description of the main or most noteworthy span of the bridge is a metal through girder, movable: swing, Center Bearing Bobtail. The bridge was primarily built by Central Bridge and Engineering Company of Peterborough, Ontario. | 44.319860 | -78.303620 | Parkhill Road (Warsaw Road) | Trent-Severn Waterway | Peterborough | Peterborough County, Ontario | Ontario | Canada | Metal | Through | Girder | Movable: Swing | Center Bearing Bobtail | 0 | 1 | 0 | 0 | 1897 | 0 | Central Bridge and Engineering Company of Peterborough, Ontario | 7 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/peterboroughwarsawparkhillbridge27/little_p1590149_small.jpg | https://historicbridges.org/ontario/peterboroughwarsawparkhillbridge27/little_p1590149.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/peterboroughwarsawparkhillbridge27/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.319860,-78.303620 | |||||||||||||
| 3545 | Warwick Furnace Road Bridge | This bridge is one of a few bridges in the county built by an interesting local builder. The technical description of the main or most noteworthy span of the bridge is a 55 ft (16.76 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by John Denithorne and Sons of Phoenixville, Pennsylvania. | 40.155020 | -75.713850 | Warwick Furnace Road | South Branch French Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1889 | 1987 | John Denithorne and Sons of Phoenixville, Pennsylvania | 6 | 7 | 55 | 16.76 | 58 | 17.68 | 15 | 4.57 | https://historicbridges.org/pennsylvania/chester199knauers/little_bridges085_small.jpg | https://historicbridges.org/pennsylvania/chester199knauers/little_bridges085.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester199knauers/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.155020,-75.713850 | ||||||||||||||
| 3546 | Washington Crossing Bridge | This is a long, multi-span example of a threatened historic bridge type. The technical description of the main or most noteworthy span of the bridge is a 143 ft (43.59 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Unknown. | 40.295240 | -74.868180 | General Washington Memorial Boulevard | Delaware River | Washington Crossing | Mercer County, New Jersey and Bucks County, Pennsylvania | New Jersey and Pennsylvania | United States | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 6 | 0 | 0 | 1904 | 1994 | Unknown | 8 | 7 | 143 | 43.59 | 877 | 267.31 | 15 | 4.57 | https://historicbridges.org/newjersey/washingtoncrossing/little_pict5578_small.jpg | https://historicbridges.org/newjersey/washingtoncrossing/little_pict5587.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/washingtoncrossing/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.295240,-74.868180 | ||||||||||||||
| 3547 | Washington Avenue Bridge | Iowa Bridge Number 27000 | One of three attractive and historic concrete arch bridges in Iowa Falls. The technical description of the main or most noteworthy span of the bridge is a 173 ft (52.73 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Welden Brothers Construction Company of Iowa Falls, Iowa. | 42.519620 | -93.270580 | Washington Avenue (Old US-20) | Iowa River | Iowa Falls | Hardin County, Iowa | Iowa | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 2 | Concrete | Deck | Girder | Fixed | 0 | 1 | 1934 | 0 | Welden Brothers Construction Company of Iowa Falls, Iowa | 6 | 5 | 173 | 52.73 | 380 | 115.82 | 24 | 7.32 | https://historicbridges.org/iowa/washington/little_dscf6038_small.jpg | https://historicbridges.org/iowa/washington/little_dscf6038.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/washington/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.519620,-93.270580 | ||||||||||
| 3551 | Washington Boulevard Bridge | An impressive example of the early pony truss bascule design. The technical description of the main or most noteworthy span of the bridge is a 197 ft (60.05 m) metal rivet-connected Pratt pony truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Strobel Steel Construction Company of Chicago, Illinois. The bridge was primarily designed by City of Chicago. | 41.883210 | -87.638110 | Washington Boulevard | South Branch Chicago River | Chicago | Cook County, Illinois | Illinois | United States | Metal | Pratt | Rivet-Connected | Pony | Truss | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 1913 | 0 | Strobel Steel Construction Company of Chicago, Illinois | City of Chicago | 8 | 7 | 197 | 60.05 | 303.5 | 92.51 | 36 | 10.97 | https://historicbridges.org/illinois/washington/little_p1300685_small.jpg | https://historicbridges.org/illinois/washington/little_washingtonboulevard_6559.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/washington/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.883210,-87.638110 | |||||||||
| 3552 | Washington Avenue Bridge | The Waco Steel Bridge | One of the largest spanning, most beautiful, complete, and important truss bridges in the state. The technical description of the main or most noteworthy span of the bridge is a 450.2 ft (137.22 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by John H. Sparks of St. Joseph, Missouri. | 31.561190 | -97.128780 | Washington Avenue (Elm Street) | Brazos River | Waco | McLennan County, Texas | Texas | United States | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 2 | 1901 | 2009 | John H. Sparks of St. Joseph, Missouri | 8 | 8 | 450.2 | 137.22 | 567 | 172.82 | 21.7 | 6.61 | https://historicbridges.org/texas/washington/little_PICT9322_small.jpg | https://historicbridges.org/texas/washington/collage.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/washington/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.561190,-97.128780 | |||||||||
| 3553 | Washington Avenue Bridge | The truss webs and overhead bracing of this historic bridge were salvaged and placed as decorations on a replacement bridge. The technical description of the main or most noteworthy span of the bridge is a 97 ft (29.57 m) arch, fixed. The bridge was primarily built by Unknown. | 44.985410 | -93.273760 | Washington Avenue | Railroad (BNSF) and Cedar Lake Trail | Minneapolis | Hennepin County, Minnesota | Minnesota | United States | Arch | Fixed | 0 | 1 | 0 | 0 | 1891 | 0 | Unknown | 7 | 7 | 97 | 29.57 | 109 | 33.22 | 68 | 20.73 | https://historicbridges.org/minnesota/washingtonave/little_washingtonave4447_small.jpg | https://historicbridges.org/minnesota/washingtonave/little_washingtonave4447.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/washingtonave/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.985410,-93.273760 | ||||||||||||||||||
| 3555 | Washington Park Bridge | CR-102 MN-22 Bridge | This extremely early example of a pin-connected Pratt truss is the oldest highway Pratt truss in the state. The technical description of the main or most noteworthy span of the bridge is a 115.8 ft (35.3 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: To access this bridge, drive straight down the park road and stop near where it dead ends. Walk back behind the building in the grass and follow the treeline until you reach the bridge. | 44.266360 | -93.898300 | Pedestrian Walkway | Shanaska Creek | Rural | Le Sueur County, Minnesota | Minnesota | United States | To access this bridge, drive straight down the park road and stop near where it dead ends. Walk back behind the building in the grass and follow the treeline until you reach the bridge. | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1875 | 0 | Unknown | 9 | 9 | 115.8 | 35.3 | 118.8 | 36.21 | 16 | 4.88 | https://historicbridges.org/minnesota/washingtonpark/little_washingtonpark2449_small.jpg | https://historicbridges.org/minnesota/washingtonpark/little_washingtonpark2449.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/washingtonpark/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.266360,-93.898300 | ||||||||||||
| 3557 | ! | Washington Street Bridge | This 1920s lattice guardrail beam bridge is open to traffic and is in great condition. The technical description of the main or most noteworthy span of the bridge is a 28 ft (8.53 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.338070 | -85.350550 | Washington Street | Augusta Creek Canal | Augusta | Kalamazoo County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1921 | 0 | Unknown | 2 | 4 | 28 | 8.53 | 30.8 | 9.39 | 18 | 5.49 | https://historicbridges.org/beam/augusta/bridge043_small.jpg | https://historicbridges.org/beam/augusta/PICT2159.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=beam/augusta/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.338070,-85.350550 | ||||||||||||||||
| 3558 | Washington Street Bridge | This beautiful, rare three span rigid-frame bridge contributes to a historic district. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) concrete rigid-frame, fixed. The bridge was primarily built by C. Fiske Campbell. | 39.431550 | -75.235620 | Washington Street | Cohansey River | Bridgeton | Cumberland County, New Jersey | New Jersey | United States | Concrete | Rigid-Frame | Fixed | 0 | 3 | 0 | 0 | 1941 | 1997 | C. Fiske Campbell | 6 | 6 | 70 | 21.34 | 131 | 39.93 | 29 | 8.84 | https://historicbridges.org/newjersey/washingtonstreet/little_washingtonstreet007_small.jpg | https://historicbridges.org/newjersey/washingtonstreet/little_washingtonstreet007.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/washingtonstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.431550,-75.235620 | |||||||||||||||||
| 3559 | Washington Street Bridge | Nationally significant, this is one of the longest remaining of this extremely rare and beautiful type of bridge. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal pin-connected Lenticular through truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. | 42.092430 | -75.914720 | Washington Street | Susquehanna River | Binghamton | Broome County, New York | New York | United States | Metal | Lenticular | Pin-Connected | Through | Truss | Fixed | 9 | 3 | 0 | 0 | 1886 | 1992 | Berlin Iron Bridge Company of East Berlin, Connecticut | 9 | 9 | 160 | 48.77 | 480 | 146.3 | 0 | 0 | https://historicbridges.org/newyork/binghamton/portal_small.jpg | https://historicbridges.org/newyork/binghamton/newyork1338.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/binghamton/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.092430,-75.914720 | ||||||||||||||
| 3560 | Wasser Road Bridge | This bridge is a concrete encased plate girder that had its encasement removed. The technical description of the main or most noteworthy span of the bridge is a 89 ft (27.13 m) metal (concrete encased) through girder, fixed. The bridge was primarily built by Unknown. | 41.370460 | -80.399020 | Wasser Road (PA-4003) | Shenango River | Rural | Mercer County, Pennsylvania | Pennsylvania | United States | Metal (Concrete Encased) | Through | Girder | Fixed | 0 | 2 | 0 | 0 | 1914 | 1949 | Unknown | 2 | 2 | 89 | 27.13 | 182 | 55.47 | 17.4 | 5.3 | https://historicbridges.org/pennsylvania/wasser/little_img_9420_small.jpg | https://historicbridges.org/pennsylvania/wasser/little_img_9420.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/wasser/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.370460,-80.399020 | ||||||||||||||||
| 3561 | Wassum Bridge | A small example of a riveted half hip pony truss, in a county with relatively few remaining truss bridges. The technical description of the main or most noteworthy span of the bridge is a 36.1 ft (11 m) metal rivet-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania. | 41.123540 | -79.946690 | Watson Road (TR-439) | North Branch Slippery Rock Creek | Rural | Butler County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Rivet-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 0 | Penn Bridge Company of Beaver Falls, Pennsylvania | 5 | 5 | 36.1 | 11 | 38 | 11.58 | 15.7 | 4.79 | https://historicbridges.org/pennsylvania/watson/little_dscf9592_small.jpg | https://historicbridges.org/pennsylvania/watson/little_dscf9592.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/watson/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.123540,-79.946690 | ||||||||||||||
| 3563 | Waterloo Road Bridge | This is an early, unaltered, and skewed example of a concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Nathan R. Rambo. | 40.022750 | -75.421610 | Waterloo Road (PA-2021) | Darby Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1908 | 0 | Unknown | Nathan R. Rambo | 6 | 7 | 50 | 15.24 | 51.8 | 15.79 | 19.7 | 6 | https://historicbridges.org/pennsylvania/bridge162waterloomill/little_bridge162waterloomill002_small.jpg | https://historicbridges.org/pennsylvania/bridge162waterloomill/little_bridge162waterloomill002.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge162waterloomill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.022750,-75.421610 | ||||||||||||||
| 3564 | ! | Watermark Road Bridge | This plaque girder is an excellent representative example of its type and very nice looking to and carries very light traffic. The technical description of the main or most noteworthy span of the bridge is a 51.8 ft (15.79 m) metal through girder, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Nathan R. Rambo. | 39.847160 | -75.987470 | Watermark Road | Muddy Run Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1915 | 0 | American Bridge Company of New York, New York | Nathan R. Rambo | 4 | 6 | 51.8 | 15.79 | 54 | 16.46 | 17.7 | 5.39 | https://historicbridges.org/pennsylvania/watermark/little_2010_1127watermark_bridge0090_small.jpg | https://historicbridges.org/pennsylvania/watermark/little_2010_1127watermark_bridge0090.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/watermark/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.847160,-75.987470 | ||||||||||||||
| 3566 | Waterville- Winslow Railroad Bridge | This railroad bridge has three through truss spans with a deck plate girder in the middle. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 44.548700 | -69.626840 | Railroad (Maine Central) | Kennebec River | Waterville | Kennebec County, Maine | Maine | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 3 | Metal | Deck | Girder | Fixed | 0 | 1 | 0 | 0 | American Bridge Company of New York, New York | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/maine/watervillerr/little_p1520666_small.jpg | https://historicbridges.org/maine/watervillerr/little_p1520666.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maine/watervillerr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.548700,-69.626840 | ||||||||||
| 3567 | Water Street Railroad Bridge | This traditional example of a Baltimore railroad truss is one of several historic bridges remaining in Holyoke. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Unknown. | 42.195430 | -72.605080 | Railroad (Abandoned) | 3rd Level Canal | Holyoke | Hampden County, Massachusetts | Massachusetts | United States | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/massachusetts/holyokerr1/little_pict8100_small.jpg | https://historicbridges.org/massachusetts/holyokerr1/little_pict8100.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/holyokerr1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.195430,-72.605080 | ||||||||||||||
| 3569 | Water Street Bridge | This is a very old example of a plate girder swing bridge. The technical description of the main or most noteworthy span of the bridge is a metal through girder, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Unknown. | 44.325510 | -76.159290 | Water Street | Gananoque River | Gananoque | Leeds and Grenville United Counties, Ontario | Ontario | Canada | Metal | Through | Girder | Movable: Swing | Rim Bearing Center Pier | 0 | 1 | 0 | 0 | 1894 | 2013 | Unknown | 6 | 7 | 0 | 0 | 118 | 35.97 | 0 | 0 | https://historicbridges.org/ontario/gananoquewaterstreet/little_gananoquewaterstreet3621_small.jpg | https://historicbridges.org/ontario/gananoquewaterstreet/little_gananoquewaterstreet3621.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/gananoquewaterstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.325510,-76.159290 | |||||||||||||||
| 3570 | Water Street Bridge | Mendota Road Bridge | This is a tiny, but unaltered example of a stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a 10.2 ft (3.11 m) stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 44.924830 | -93.111900 | Water Street | Pickerel Lake Outlet | Rural | Ramsey County, Minnesota | Minnesota | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1894 | 0 | Unknown | 5 | 6 | 10.2 | 3.11 | 0 | 0 | 19 | 5.79 | https://historicbridges.org/minnesota/waterstreet/little_waterstreet1267_small.jpg | https://historicbridges.org/minnesota/waterstreet/little_waterstreet1267.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/waterstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.924830,-93.111900 | ||||||||||||||
| 3571 | Water Street Bridge | Delaware County Bridge 701 | This bridge is a steel beam bridge noted for its attractive railings and abutments. The technical description of the main or most noteworthy span of the bridge is a 57 ft (17.37 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 40.297760 | -85.237120 | Water Street | Halfway Creek | Albany | Delaware County, Indiana | Indiana | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1952 | 0 | Unknown | 2 | 4 | 57 | 17.37 | 60 | 18.29 | 24 | 7.32 | https://historicbridges.org/indiana/waterstreetalbany/little_waterstreetalbany2335_small.jpg | https://historicbridges.org/indiana/waterstreetalbany/little_waterstreetalbany2335.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/waterstreetalbany/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.297760,-85.237120 | ||||||||||||||||
| 3572 | Water Street Bridge | One of three lenticular truss bridges in Homer, this one comes in a two-span configuration. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Lenticular pony truss, fixed. The bridge was primarily built by Unknown. | 42.638370 | -76.176400 | Water Street | West Branch Tioughnioga River | Homer | Cortland County, New York | New York | United States | Metal | Lenticular | Pin-Connected | Pony | Truss | Fixed | 4 | 2 | 0 | 0 | 0 | 0 | Unknown | 9 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/water/bkg_newyork626_small.jpg | https://historicbridges.org/newyork/water/newyork1857.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/water/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.638370,-76.176400 | ||||||||||||||
| 3573 | Water Street Bridge | Fire Fighters' Memorial Bridge | This long, multi-span example of a pin-connected truss bridge is about to be demolished. The technical description of the main or most noteworthy span of the bridge is a 202 ft (61.57 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania. | 41.324360 | -75.792940 | Water Street | Susquehanna River | Pittston | Luzerne County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 10 | 5 | 0 | 0 | 1914 | 1984 | Penn Bridge Company of Beaver Falls, Pennsylvania | 7 | 8 | 202 | 61.57 | 1016 | 309.68 | 21 | 6.4 | https://historicbridges.org/pennsylvania/pittston/little_img_2663_small.jpg | https://historicbridges.org/pennsylvania/pittston/little_img_2663.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pittston/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.324360,-75.792940 | |||||||||||||
| 3576 | ! | Watmaugh Road Bridge | Hopke Bridge | Despite its decent physical condition, widespread local preservation support, and previous preservation work, this unusual pony truss bridge is to be demolished! The technical description of the main or most noteworthy span of the bridge is a 103 ft (31.39 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by W. L. Proctor of Santa Rosa, California. The bridge was primarily designed by E. A. Peugh of Santa Rosa, California. | 38.265760 | -122.467260 | Watmaugh Road | Sonoma Creek | Rural | Sonoma County, California | California | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 12 | 1 | Concrete | T-Beam | Fixed | 0 | 2 | 1929 | 0 | W. L. Proctor of Santa Rosa, California | E. A. Peugh of Santa Rosa, California | 5 | 7 | 103 | 31.39 | 170 | 51.82 | 22.3 | 6.8 | https://historicbridges.org/california/watmaugh/little_day5_watmaughroadbridge07366_small.jpg | https://historicbridges.org/california/watmaugh/little_day5_watmaughroadbridge07366.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/watmaugh/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.265760,-122.467260 | ||||||||
| 3577 | Watson Mill Road Bridge | One of several bridges in Chester County that combine traditional stone technology with period reinforced concrete and steel stringer technology. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Crossan Construction Company of Philadelphia and Brownsville, Pennsylvania. | 39.767380 | -75.758670 | Watson Mill Road | Broad Run | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1915 | 0 | Crossan Construction Company of Philadelphia and Brownsville, Pennsylvania | 1 | 2 | 30 | 9.14 | 33 | 10.06 | 17.7 | 5.39 | https://historicbridges.org/pennsylvania/bridge263watsons/little_bridge2631_small.jpg | https://historicbridges.org/pennsylvania/bridge263watsons/little_bridge2631.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge263watsons/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.767380,-75.758670 | |||||||||||||||||
| 3579 | Waverly Railroad Bridge | This classic Baltimore truss sits in front of a picturesque background of hills. The technical description of the main or most noteworthy span of the bridge is a 155 ft (47.24 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Unknown. | 39.107470 | -82.975340 | Railroad (Norfolk Southern) | Scioto River | Near Waverly | Pike County, Ohio | Ohio | United States | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 10 | 3 | 0 | 0 | 1910 | 0 | Unknown | 6 | 6 | 155 | 47.24 | 2200 | 670.56 | 0 | 0 | https://historicbridges.org/ohio/waverlyrr/07march0461_small.jpg | https://historicbridges.org/ohio/waverlyrr/07march0456.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/waverlyrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.107470,-82.975340 | ||||||||||||||
| 3580 | Waverly Road Bridge | This relatively long Michigan stringer bridge was widened in 1966. The technical description of the main or most noteworthy span of the bridge is a 55.8 ft (17.01 m) metal stringer (multi-beam), fixed. The bridge was primarily built by W. J. Storen Company of Detroit, Michigan. | 42.753300 | -84.602880 | Waverly Road | Grand River | Lansing | Ingham County, Michigan and Eaton County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 5 | 0 | 0 | 1940 | 1965 | W. J. Storen Company of Detroit, Michigan | 1 | 5 | 55.8 | 17.01 | 283.8 | 86.5 | 44 | 13.41 | https://historicbridges.org/michigan/waverly/little_waverlyadd_img_20220412_141718_small.jpg | https://historicbridges.org/michigan/waverly/little_waverlyadd_img_20220412_141718.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/waverly/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.753300,-84.602880 | |||||||||||||||||
| 3582 | Wayne Road Bridge | This two span rigid frame bridge crosses both a highway and a river. The technical description of the main or most noteworthy span of the bridge is a 66 ft (20.12 m) concrete continuous rigid-frame, fixed. The bridge was primarily built by Unknown. | 42.358540 | -83.386490 | Wayne Road | Hines Drive and Middle River Rouge | Livonia | Wayne County, Michigan | Michigan | United States | Concrete | Rigid-Frame | Fixed | 0 | Continuous | 2 | 0 | 0 | 1947 | 0 | Unknown | 2 | 2 | 66 | 20.12 | 140.8 | 42.92 | 48 | 14.63 | https://historicbridges.org/michigan/wayne/little_p1370769_small.jpg | https://historicbridges.org/michigan/wayne/little_p1370769.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/wayne/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.358540,-83.386490 | ||||||||||||||||
| 3585 | Weaver Road Bridge | This is an unusual small-scale steel through plate girder bridge. The technical description of the main or most noteworthy span of the bridge is a 44 ft (13.41 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 40.228100 | -76.132730 | Weaver Road | Cocalico Creek | Denver | Lancaster County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 1986 | Unknown | 4 | 4 | 44 | 13.41 | 47 | 14.33 | 21 | 6.4 | https://historicbridges.org/pennsylvania/weaverroad/little_weaverroad004_small.jpg | https://historicbridges.org/pennsylvania/weaverroad/little_weaverroad004.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/weaverroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.228100,-76.132730 | ||||||||||||||||
| 3586 | Weaverland Bridge | Quarry Road Bridge | An exceedingly rare, or perhaps unique example of a braced through concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 56 ft (17.07 m) concrete Rainbow through arch, fixed. The bridge was primarily built by John T. Brubaker. The bridge was primarily designed by Frank H. Shaw of Lancaster, Pennstlvania. | 40.137790 | -76.059530 | Quarry Road | Conestoga River | Rural | Lancaster County, Pennsylvania | Pennsylvania | United States | Concrete | Rainbow | Through | Arch | Fixed | 0 | 1 | Concrete | T-Beam | Fixed | 0 | 1 | 1916 | 0 | John T. Brubaker | Frank H. Shaw of Lancaster, Pennstlvania | 9 | 9 | 56 | 17.07 | 79 | 24.08 | 17 | 5.18 | https://historicbridges.org/pennsylvania/quarry/little_dscf1023_small.jpg | https://historicbridges.org/pennsylvania/quarry/little_dscf1023.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/quarry/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.137790,-76.059530 | ||||||||||
| 3587 | L | Webberville Road Bridge | This is a traditionally composed and unaltered 1950s steel stringer with the more uncommon metal posts in the railing system. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal continuous stringer (multi-beam), fixed. The bridge was primarily built by Fry Construction Company of Lansing, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 42.681520 | -84.189560 | Webberville Road | Red Cedar River | Rural | Ingham County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | Continuous | 1 | 0 | 0 | 1955 | 0 | Fry Construction Company of Lansing, Michigan | Michigan State Highway Department | 1 | 2 | 50 | 15.24 | 120 | 36.58 | 24 | 7.32 | https://historicbridges.org/michigan/webberville/little_p1470124_small.jpg | https://historicbridges.org/michigan/webberville/little_p1470124.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/webberville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.681520,-84.189560 | ||||||||||||||
| 3588 | Webster Avenue Bridge | Among the northernmost of the Chicago bascule bridges, this one is also an older example. The technical description of the main or most noteworthy span of the bridge is a 189 ft (57.61 m) metal rivet-connected Pratt pony truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Ketler-Elliott Company of Chicago, Illinois. The bridge was primarily designed by City of Chicago. | 41.921600 | -87.667910 | Webster Avenue | North Branch Chicago River | Chicago | Cook County, Illinois | Illinois | United States | Metal | Pratt | Rivet-Connected | Pony | Truss | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 1916 | 1993 | Ketler-Elliott Company of Chicago, Illinois | City of Chicago | 7 | 6 | 189 | 57.61 | 287 | 87.48 | 36 | 10.97 | https://historicbridges.org/illinois/webster/little_dscf3344_small.jpg | https://historicbridges.org/illinois/webster/little_dscf3344.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/webster/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.921600,-87.667910 | |||||||||
| 3589 | Webster's Falls Bridge | Cobblestone Bridge | Located right by a beautiful waterfall, this stone faced heritage bridge built on the site of a 1905 dam contributes its own beauty also. The technical description of the main or most noteworthy span of the bridge is a concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 43.276390 | -79.981400 | Pedestrian Walkway | Spencer Creek | West Flamborough | Hamilton City, Ontario | Ontario | Canada | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1938 | 2000 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/websterfallsarch/little_websterfallsarch0648_small.jpg | https://historicbridges.org/ontario/websterfallsarch/little_websterfallsarch0631.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/websterfallsarch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.276390,-79.981400 | ||||||||||||||
| 3590 | Webster's Falls Girder Bridge | This narrow pedestrian footbridge has an attractive stone facing that conceals a utilitarian steel girder structure. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. | 43.276370 | -79.982090 | Pedestrian Walkway | Spencer Creek | West Flamborough | Hamilton City, Ontario | Ontario | Canada | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1953 | 0 | Unknown | 2 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/websterfallsgirder/little_websterfallsgirder0727_small.jpg | https://historicbridges.org/ontario/websterfallsgirder/little_websterfallsgirder0727.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/websterfallsgirder/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.276370,-79.982090 | ||||||||||||||||
| 3591 | Webster's Falls Rigid-Frame Bridge | This is one of three old bridges to be found in the Webster's Falls Park area. The technical description of the main or most noteworthy span of the bridge is a concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 43.275670 | -79.981870 | Residential Access Drive | Spencer Creek Tributary | West Flamborough | Hamilton City, Ontario | Ontario | Canada | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1953 | 0 | Unknown | 1 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/websterfallsrigidframe/little_websterfallsrigidframe0748_small.jpg | https://historicbridges.org/ontario/websterfallsrigidframe/little_websterfallsrigidframe0748.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/websterfallsrigidframe/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.275670,-79.981870 | |||||||||||||||||
| 3592 | Webster Road Railroad Overpass | One of a group of similar railroad over highway bridges in the county associated with a significant project. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by A. Guthrie and Company of St. Paul, Minnesota. | 42.510833 | -83.165278 | Railroad (Canadian National) | Webster Road | Royal Oak | Oakland County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 2 | 1930 | 0 | A. Guthrie and Company of St. Paul, Minnesota | 2 | 5 | 30 | 9.14 | 82 | 24.99 | 0 | 0 | https://historicbridges.org/michigan/oakland_webster/little_pict2184_small.jpg | https://historicbridges.org/michigan/oakland_webster/little_pict2184.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/oakland_webster/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.510833,-83.165278 | |||||||||||||||||
| 3593 | Weigners Bridge | A good representative example of a small through plate girder. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal through girder, fixed. The bridge was primarily built by Schuylkill Construction Company. The bridge was primarily designed by Charles F. Sanders. | 40.425460 | -75.553120 | Tollgate Road (PA-1022) | Perkiomen Creek | Rural | Berks County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1909 | 0 | Schuylkill Construction Company | Charles F. Sanders | 4 | 3 | 60 | 18.29 | 62 | 18.9 | 17 | 5.18 | https://historicbridges.org/pennsylvania/weigners/little_hpim3047_small.jpg | https://historicbridges.org/pennsylvania/weigners/little_hpim3047.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/weigners/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.425460,-75.553120 | |||||||||||||||
| 3594 | Welland Canal Canadian National Railway Bridge | Welland Canal Bridge #6 | This bridge looks like somewhat like a double leaf bascule bridge but it is actually two single leaf bascule spans. The technical description of the main or most noteworthy span of the bridge is a metal through girder, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Canadian Vickers Limited of Montreal, Quebec. | 43.137790 | -79.192280 | Railroad (Canadian National) | Welland Canal | St. Catharines | Niagara Region, Ontario | Ontario | Canada | Metal | Through | Girder | Movable: Single Leaf Bascule | Rolling Lift | 0 | 2 | Metal | Deck | Girder | Fixed | 0 | 2 | 1923 | 0 | Canadian Vickers Limited of Montreal, Quebec | 6 | 7 | 0 | 0 | 405 | 123.44 | 0 | 0 | https://historicbridges.org/ontario/wellandcanalcnrrbridge/little_wellandcanalcnrrbridge0783_small.jpg | https://historicbridges.org/ontario/wellandcanalcnrrbridge/little_wellandcanalcnrrbridge0783.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/wellandcanalcnrrbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.137790,-79.192280 | ||||||||||
| 3596 | Welland Railway Bridge | Welland Canal Bridge #15 | An rare example of a Baltimore truss railroad swing bridge, crossing an section of canal that is today cut off south of this bridge. The technical description of the main or most noteworthy span of the bridge is a 260 ft (79.25 m) metal rivet-connected Baltimore through truss, movable: swing, Center Pier. The bridge was primarily built by Unknown. | 42.976940 | -79.255920 | Railroad (Canada Southern Railway) | Welland Recreational Waterway | Welland | Niagara Region, Ontario | Ontario | Canada | Metal | Baltimore | Rivet-Connected | Through | Truss | Movable: Swing | Center Pier | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 2 | 1910 | 0 | Unknown | 7 | 7 | 260 | 79.25 | 370 | 112.78 | 0 | 0 | https://historicbridges.org/truss/wellandrr/NiFull66_small.jpg | https://historicbridges.org/truss/wellandrr/PICT7142.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/wellandrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.976940,-79.255920 | ||||||||
| 3599 | Old Wells Street Bridge | Allen County Bridge 541 | One of the most ornate truss bridges in the nation, and also featuring complex truss design, this bridge is an artistic masterpiece without compare! The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. The bridge was primarily designed by William H. Goshorn and Alvin John Stewart. | 41.082810 | -85.144080 | Wells Street (Old Alignment) | St. Marys River | Fort Wayne | Allen County, Indiana | Indiana | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 15 | 1 | 0 | 0 | 1884 | 1982 | Wrought Iron Bridge Company of Canton, Ohio | William H. Goshorn and Alvin John Stewart | 9 | 10 | 180 | 54.86 | 180 | 54.86 | 23 | 7.01 | https://historicbridges.org/truss/oldwells/little_wellsstreet1518_small.jpg | https://historicbridges.org/truss/oldwells/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/oldwells/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.082810,-85.144080 | ||||||||||||
| 3601 | Wesler Road Bridge | Whitewater Avenue Bridge (TR-103 Bridge) | The longest and newest of a handful of Champion Bridge Company of Wilmington, Ohio bridges built in the 1950s/60s in Preble County. The technical description of the main or most noteworthy span of the bridge is a 87 ft (26.52 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Champion Bridge Company of Wilmington, Ohio. | 39.860550 | -84.797960 | Wesler Road (Whitewater Avenue, TR-103) | Whitewater Creek | New Paris | Preble County, Ohio | Ohio | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 1964 | 2006 | Champion Bridge Company of Wilmington, Ohio | 4 | 3 | 87 | 26.52 | 94.2 | 28.71 | 20.3 | 6.19 | https://historicbridges.org/ohio/wesler/little_pict2182_small.jpg | https://historicbridges.org/ohio/wesler/little_pict2182.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/wesler/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.860550,-84.797960 | |||||||||||||
| 3602 | West Auburn Bridge | Iowa Bridge Number 153270 | A rare truss type is an early example of work done by a noteworthy regional bridge builder. The technical description of the main or most noteworthy span of the bridge is a 165 ft (50.29 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Horace E. Horton of Minneapolis, Minnesota. | 43.016210 | -91.878660 | Neon Road | Turkey River | Rural | Fayette County, Iowa | Iowa | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1881 | 0 | Horace E. Horton of Minneapolis, Minnesota | 8 | 8 | 165 | 50.29 | 181 | 55.17 | 15.7 | 4.79 | https://historicbridges.org/iowa/westauburn/little_img_1537_small.jpg | https://historicbridges.org/iowa/westauburn/little_img_1537.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/westauburn/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.016210,-91.878660 | |||||||||||||
| 3604 | West Bridge Street Bridge | One of two similar closed plate girder bridges in Parkesburg. The technical description of the main or most noteworthy span of the bridge is a 46 ft (14.02 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 39.958410 | -75.926230 | West Bridge Street | Railroad (Amtrak and Norfolk Southern) | Parkesburg | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 4 | 0 | 0 | 1903 | 1954 | Unknown | 6 | 6 | 46 | 14.02 | 172 | 52.43 | 19 | 5.79 | https://historicbridges.org/pennsylvania/parkesburgwbridgest/little_parkesburgwbridgest006_small.jpg | https://historicbridges.org/pennsylvania/parkesburgwbridgest/little_parkesburgwbridgest006.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/parkesburgwbridgest/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.958410,-75.926230 | ||||||||||||||||
| 3605 | West Buxton Bridge | One of three very rare and unusual continuous through truss bridges in Maine. The technical description of the main or most noteworthy span of the bridge is a 234 ft (71.32 m) metal continuous rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Harris Structural Steel Company of New York, New York. | 43.666250 | -70.603010 | West Buxton Road (Moderation Street) | Saco River | Hollis and Buxton | York County, Maine | Maine | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 0 | Continuous | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 1937 | 1988 | Harris Structural Steel Company of New York, New York | 8 | 8 | 234 | 71.32 | 607 | 185.01 | 22 | 6.71 | https://historicbridges.org/maine/westbuxton/little_p1500601_small.jpg | https://historicbridges.org/maine/westbuxton/little_p1500601.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maine/westbuxton/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.666250,-70.603010 | ||||||||||
| 3606 | West CA-120 To South I-5 Ramp Bridge | Mossdale Highway Bridge | This bridge is an unusual example of a fixed trunnion bascule bridge with an overhead counterweight and trunnion. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal rivet-connected Warren through truss, movable: single leaf bascule, Fixed Trunnion. The bridge was primarily built by Judson Pacific Murphy Company. | 37.785650 | -121.306650 | West CA-120 To South I-5 Ramp | San Joaquin River | Mossdale | San Joaquin County, California | California | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Single Leaf Bascule | Fixed Trunnion | 0 | 1 | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | Continuous | 4 | 1948 | 0 | Judson Pacific Murphy Company | 6 | 6 | 130 | 39.62 | 583 | 177.7 | 27 | 8.23 | https://historicbridges.org/california/i5rampsanjoaquinriver/little_day2_i5rampsanjoaquinriver01524_small.jpg | https://historicbridges.org/california/i5rampsanjoaquinriver/little_day2_i5rampsanjoaquinriver01524.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/i5rampsanjoaquinriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.785650,-121.306650 | |||||
| 3607 | West Chester Bypass Railroad Overpass | Attractive abutment design makes this abandoned plate girder overpass look more interesting. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. | 39.981190 | -75.589830 | Railroad (Abandoned West Chester Railroad) | West Chester Bypass (US-322) | West Chester | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 2 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/westchesterrailroadrt322bypass/little_rt322bypass015_small.jpg | https://historicbridges.org/pennsylvania/westchesterrailroadrt322bypass/little_rt322bypass015.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/westchesterrailroadrt322bypass/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.981190,-75.589830 | ||||||||||||||||
| 3609 | West Portage Avenue Bridge | One of two identical arch bridges in Sault Ste Marie. The technical description of the main or most noteworthy span of the bridge is a 264.8 ft (80.71 m) metal tied Solid Ribbed through arch, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 46.498230 | -84.363910 | West Portage Avenue (I-75 BS) | Power Canal | Sault Ste. Marie | Chippewa County, Michigan | Michigan | United States | Metal | Solid Ribbed | Tied | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1970 | 1987 | American Bridge Company of New York, New York | 1 | 3 | 264.8 | 80.71 | 264.8 | 80.71 | 45 | 13.72 | https://historicbridges.org/michigan/westportage/little_westportageavenue0540_small.jpg | https://historicbridges.org/michigan/westportage/little_westportageavenue0540.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/westportage/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.498230,-84.363910 | ||||||||||||||
| 3612 | Eight Track Bridge | Western Avenue Railroad Bridges 'Scissors Bridges' | These four side-by-side single leaf bascule bridges are among the most unusual bridges in Cook County. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Warren through truss, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Chicago Bridge and Iron Works of Chicago, Illinois. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. | 41.837120 | -87.687510 | Railroad (Various) | Chicago Sanitary and Ship Canal | Chicago | Cook County, Illinois | Illinois | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Single Leaf Bascule | Rolling Lift | 0 | 1 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 0 | 2 | 1909 | 0 | Chicago Bridge and Iron Works of Chicago, Illinois | Scherzer Rolling Lift Bridge Company of Chicago, Illinois | 8 | 9 | 140 | 42.67 | 140 | 42.67 | 0 | 0 | https://historicbridges.org/illinois/westernrr/little_p1190549_small.jpg | https://historicbridges.org/illinois/westernrr/little_p1190549.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/westernrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.837120,-87.687510 | |||||
| 3613 | Western Avenue Calumet Sag Channel Railroad Bridges | A pair of similar bridges, one a single track bridge and the other a double track bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. | 41.652090 | -87.680750 | Railroad (Metra Rock Island District) | Calumet Sag Channel | Blue Island | Cook County, Illinois | Illinois | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 12 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/westernsagrr/little_p1180347_small.jpg | https://historicbridges.org/illinois/westernsagrr/little_p1180347.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/westernsagrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.652090,-87.680750 | ||||||||||||||
| 3615 | Western Avenue Calumet Sag Channel Bridge | This is a very wide example of a truss bridge with two truss lines. The technical description of the main or most noteworthy span of the bridge is a 245.7 ft (74.89 m) metal bolt-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Sverdrup and Parcel of St. Louis, Missouri. | 41.652090 | -87.679930 | Western Avenue | Calumet Sag Channel | Blue Island | Cook County, Illinois | Illinois | United States | Metal | Polygonal Warren | Bolt-Connected | Through | Truss | Fixed | 10 | 1 | Pre-Stressed Concrete | Stringer (Multi-Beam) | Fixed | 0 | 13 | 1966 | 0 | Unknown | Sverdrup and Parcel of St. Louis, Missouri | 4 | 3 | 245.7 | 74.89 | 1123 | 342.29 | 53.2 | 16.22 | https://historicbridges.org/illinois/westernsag/little_p1190140_small.jpg | https://historicbridges.org/illinois/westernsag/little_p1190140.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/westernsag/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.652090,-87.679930 | ||||||||||
| 3616 | West Grand Boulevard Railroad Overpass | The oldest dated concrete bridge in Michigan and the only one with Melan reinforcing, this bridge has a decorative stone veneer. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Thomas J. Kennedy. The bridge was primarily designed by W. H. Ashwell and Company. | 42.327380 | -83.092530 | Railroad (Norfolk Southern, Former Michigan Central Railway) | West Grand Boulevard | Detroit | Wayne County, Michigan | Michigan | United States | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1896 | 0 | Thomas J. Kennedy | W. H. Ashwell and Company | 9 | 10 | 50 | 15.24 | 55.8 | 17.01 | 0 | 0 | https://historicbridges.org/michigan/westgrand/bkg_rroverpass06_small.jpg | https://historicbridges.org/michigan/westgrand/little_zimg2022_20220529_105836.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/westgrand/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.327380,-83.092530 | ||||||||||||||
| 3618 | West Newton Bridge | This bridge forms a spectacular gateway into a small town, and is a treasure that should be preserved. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 40.210970 | -79.769240 | Main Street (PA-136) | Youghiogheny River | West Newton | Westmoreland County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 8 | 3 | 0 | 0 | 1907 | 1984 | Unknown | 7 | 8 | 160 | 48.77 | 490.2 | 149.41 | 23 | 7.01 | https://historicbridges.org/pennsylvania/westnewton/bkg_swpenn0873_small.jpg | https://historicbridges.org/pennsylvania/westnewton/swpenn071695.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/westnewton/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.210970,-79.769240 | ||||||||||||||
| 3620 | West Point Railroad Bridge | Atlanta and West Point Railroad Bridge | An attractive multi-span railroad truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 32.879840 | -85.179160 | Railroad (CSX) | Chattahoochee River | West Point | Troup County, Georgia | Georgia | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 5 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/georgia/westpoint/little_dsc_8870_small.jpg | https://historicbridges.org/georgia/westpoint/little_dsc_8870.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=georgia/westpoint/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.879840,-85.179160 | |||||||||||||
| 3621 | West Rocks Road Bridge | One of the individually unique and beautiful bridges crossing one of the most important historic highways in the country. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal rigid-frame, fixed. The bridge was primarily built by Paul Bacco Construction Company of Stamford, Connecticut. | 41.145500 | -73.417450 | West Rocks Road | Merritt Parkway (CT-15) | Norwalk | Fairfield County, Connecticut | Connecticut | United States | Metal | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1938 | 1988 | Paul Bacco Construction Company of Stamford, Connecticut | 6 | 6 | 75 | 22.86 | 90 | 27.43 | 27.6 | 8.41 | https://historicbridges.org/connecticut/westrocks/little_img_2207_small.jpg | https://historicbridges.org/connecticut/westrocks/little_img_2206.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/westrocks/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.145500,-73.417450 | |||||||||||||||||
| 3622 | Westside Road Bridge | This multi-span pony truss has an added sidewalk and replaced piers. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Judson Pacific Company of San Francisco, California. | 38.604460 | -122.882450 | Westside Road | Dry Creek | Rural | Sonoma County, California | California | United States | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 5 | 4 | 0 | 0 | 1934 | 0 | Judson Pacific Company of San Francisco, California | 6 | 5 | 80 | 24.38 | 330 | 100.58 | 24 | 7.32 | https://historicbridges.org/california/westsideroad/little_day5_westsideroad07437_small.jpg | https://historicbridges.org/california/westsideroad/little_day5_westsideroad07437.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/westsideroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.604460,-122.882450 | ||||||||||||||
| 3623 | Westleigh Road Bridges | This is a pair of bridges with some interesting architectural details and the names of their former railroad lines on them. The technical description of the main or most noteworthy span of the bridge is a 53.2 ft (16.22 m) metal deck girder, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 42.232210 | -87.831910 | Railroad (Metra Union Pacific North) and Robert McClory Bike Path | Westleigh Road | Lake Forest | Lake County, Illinois | Illinois | United States | Metal | Deck | Girder | Fixed | 0 | 1 | 0 | 0 | 1942 | 0 | American Bridge Company of New York, New York | 3 | 3 | 53.2 | 16.22 | 104 | 31.7 | 0 | 0 | https://historicbridges.org/illinois/westleighrroverpass/little_sheridanrroverpass1967_small.jpg | https://historicbridges.org/illinois/westleighrroverpass/little_sheridanrroverpass1967.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/westleighrroverpass/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.232210,-87.831910 | ||||||||||||||||
| 3625 | Westtown Station Bridge | This is an attractive small stone arch bridge in good condition. The technical description of the main or most noteworthy span of the bridge is a 36 ft (10.97 m) stone Segmental deck arch, fixed. The bridge was primarily built by P. J. McCormick and Son of West Chester, Pennsylvania. The bridge was primarily designed by Nathan R. Rambo. | 39.931580 | -75.550780 | Street Road (PA-926) | Chester Creek Branch | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1911 | 0 | P. J. McCormick and Son of West Chester, Pennsylvania | Nathan R. Rambo | 6 | 5 | 36 | 10.97 | 38 | 11.58 | 20.7 | 6.31 | https://historicbridges.org/pennsylvania/bridge148westtownstation/little_bridge148004_small.jpg | https://historicbridges.org/pennsylvania/bridge148westtownstation/little_bridge148004.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge148westtownstation/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.931580,-75.550780 | ||||||||||||||
| 3626 | ! | Wheeler Avenue Bridge | Prospect Street Bridge | This attractive bridge would be a great candidate for reuse as part of a pedestrian trail. The technical description of the main or most noteworthy span of the bridge is a 138 ft (42.06 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 42.495850 | -89.030720 | Wheeler Avenue (Prospect Street) | Turtle Creek | South Beloit | Winnebago County, Illinois | Illinois | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 138 | 42.06 | 140 | 42.67 | 17.7 | 5.39 | https://historicbridges.org/illinois/prospectstreetwheelerave/little_prospectstreetwheelerave0111_small.jpg | https://historicbridges.org/illinois/prospectstreetwheelerave/little_prospectstreetwheelerave0111.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/prospectstreetwheelerave/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.495850,-89.030720 | ||||||||||||
| 3627 | Wheeling and Lake Erie Railroad Bridge | This bridge is worth visiting just to see the ore conveyor it is located near to. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Parker through truss, movable: vertical lift. The bridge was primarily built by Unknown. | 41.469850 | -81.669020 | Railroad (Wheeling and Lake Erie) | Cuyahoga River | Cleveland | Cuyahoga County, Ohio | Ohio | United States | Metal | Parker | Rivet-Connected | Through | Truss | Movable: Vertical Lift | 9 | 1 | 0 | 0 | 1954 | 0 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/wheelingandlakeerie/bkg_cleveland160_small.jpg | https://historicbridges.org/ohio/wheelingandlakeerie/cleveland0302.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/wheelingandlakeerie/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.469850,-81.669020 | ||||||||||||||
| 3628 | Wheeling Pittsburgh Steel Company Railroad Bridge | Labelle Iron Works Bridge | This giant railroad bridge is easily viewable from the Market Street Bridge. The technical description of the main or most noteworthy span of the bridge is a 660 ft (201.17 m) metal cantilever rivet-connected Baltimore through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Albert Lucius of New York, New York. | 40.347460 | -80.611420 | Railroad (Wheeling Pittsburgh Steel Company) | Ohio River | Steubenville, Ohio and Coketown, West Virginia | Jefferson County, Ohio and Brooke County, West Virginia | Ohio and West Virginia | United States | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 22 | Cantilever | 3 | Metal | Deck | Girder | Fixed | 0 | 0 | 1917 | 0 | American Bridge Company of New York, New York | Albert Lucius of New York, New York | 8 | 8 | 660 | 201.17 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/steubenvillerr/bkg_oPICT0302_small.jpg | https://historicbridges.org/ohio/steubenvillerr/oPICT0302.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/steubenvillerr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.347460,-80.611420 | |||||||
| 3630 | Wheeling Suspension Bridge | This is the most significant pre-Civil War bridge in the United States! The technical description of the main or most noteworthy span of the bridge is a 949 ft (289.26 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by Charles Ellet. | 40.070210 | -80.726870 | 10th Street / Virginia Street (WV-251) | Ohio River | Wheeling | Ohio County, West Virginia | West Virginia | United States | Metal | Pony Truss Stiffening | Wire Cable | Suspension | Fixed | 0 | 1 | 0 | 0 | 1849 | 1999 | Charles Ellet | 10 | 10 | 949 | 289.26 | 1307 | 398.37 | 20 | 6.1 | https://historicbridges.org/wvirginia/wheeling/little_pict2830_small.jpg | https://historicbridges.org/wvirginia/wheeling/little_pict2830.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/wheeling/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.070210,-80.726870 | |||||||||||||||
| 3631 | Wheelock Parkway Bridge | Converted for trail use, this bridge is otherwise a good unaltered example of a 1930s railroad overpass. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 44.989870 | -93.083080 | Railroad (Gateway Trail Rail-Trail) | Wheelock Parkway | St. Paul | Ramsey County, Minnesota | Minnesota | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 1 | Concrete | Slab | Fixed | 0 | 2 | 1938 | 0 | Unknown | 2 | 2 | 40 | 12.19 | 62.3 | 18.99 | 0 | 0 | https://historicbridges.org/minnesota/wheelockpkygatewaytrail/little_wheelockparkwaygatewaytrailoverpass4044_small.jpg | https://historicbridges.org/minnesota/wheelockpkygatewaytrail/little_wheelockparkwaygatewaytrailoverpass4044.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/wheelockpkygatewaytrail/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.989870,-93.083080 | ||||||||||||||
| 3632 | Whirlpool Rapids Bridge | Lower Arch Bridge | A nationally significant monumental late 1800s deck arch bridge compliments the river valley quite well. The technical description of the main or most noteworthy span of the bridge is a 550 ft (167.64 m) metal two-hinged Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. The bridge was primarily designed by Leffert L. Buck. | 43.109270 | -79.058270 | Whirlpool Bridge | Niagara River | Niagara Falls | Niagara Region, Ontario and Niagara County, New York | Ontario and New York | Canada and United States | Metal | Solid Ribbed Spandrel Braced | Two-Hinged | Deck | Arch | Fixed | 16 | 1 | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 2 | 1897 | 1918 | Pennsylvania Steel Company of Steelton, Pennsylvania | Leffert L. Buck | 9 | 10 | 550 | 167.64 | 789.7 | 240.7 | 26 | 7.92 | https://historicbridges.org/truss/whirlpool/little_p1410278_small.jpg | https://historicbridges.org/truss/whirlpool/little_p1410278.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/whirlpool/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.109270,-79.058270 | ||||||
| 3634 | Whisnand Ford Bridge | Robertson Ford Bridge | This bridge looks to have been abandoned for eons, and some of the bridge has been scrapped out. The technical description of the main or most noteworthy span of the bridge is a 95 ft (28.96 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 39.151940 | -86.410550 | Abandoned Road | Stephens Creek | Rural | Monroe County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 0 | 1 | 0 | 0 | 1890 | 1930 | Wrought Iron Bridge Company of Canton, Ohio | 7 | 7 | 95 | 28.96 | 95 | 28.96 | 0 | 0 | https://historicbridges.org/indiana/monroeabandoned/little_img_2769_small.jpg | https://historicbridges.org/indiana/monroeabandoned/little_img_2769.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/monroeabandoned/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.151940,-86.410550 | |||||||||||||
| 3637 | Whites Ridge Road Bridge | With a bizzare and unique truss configuration this is among the oldest and most important bridges in the region. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Hammond through truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. | 39.897580 | -80.197940 | Whites Ridge Road Bridge (TR-515) | Tenmile Creek | Near Waynesburg | Greene County, Pennsylvania | Pennsylvania | United States | Metal | Hammond | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1877 | 0 | Massillon Bridge Company of Massillon, Ohio | 9 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/whitesridge/little_dscf6062_small.jpg | https://historicbridges.org/pennsylvania/whitesridge/little_dscf6062.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/whitesridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.897580,-80.197940 | ||||||||||||||
| 3638 | White Oak Road Bridge | An attractive 1930s county-designed truss bridge in Lancaster County. The technical description of the main or most noteworthy span of the bridge is a 102 ft (31.09 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 40.145700 | -76.077760 | White Oak Road | Conestoga River | Rural | Lancaster County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 10 | 1 | 0 | 0 | 1937 | 0 | Unknown | 6 | 6 | 102 | 31.09 | 103 | 31.39 | 20 | 6.1 | https://historicbridges.org/pennsylvania/whiteoakroad/little_whiteoakroad030_small.jpg | https://historicbridges.org/pennsylvania/whiteoakroad/little_whiteoakroad030.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/whiteoakroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.145700,-76.077760 | ||||||||||||||
| 3639 | Whitebread Line Drain Bridge | Appearing to be a very old unaltered example a bridge with this railing design, this is a small rigid-frame on a scenic route. The technical description of the main or most noteworthy span of the bridge is a 26.2 ft (7.99 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 42.631530 | -82.482850 | St. Clair Parkway (CR-33) | Whitebread Drain | St. Clair Township | Lambton County, Ontario | Ontario | Canada | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1934 | 0 | Unknown | 3 | 3 | 26.2 | 7.99 | 36.7 | 11.19 | 29.8 | 9.08 | https://historicbridges.org/ontario/whitebread/little_brg_9707_small.jpg | https://historicbridges.org/ontario/whitebread/little_brg_9707.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/whitebread/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.631530,-82.482850 | |||||||||||||||||
| 3640 | Whitehall - Montague Railroad Bridge | This bridge has one span that is an unusual variable depth plate girder, suggesting it may have once been a swing bridge. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. | 43.414200 | -86.351120 | Railroad (Rail-Trail) | White River | Whitehall | Muskegon County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 0 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 0 | 0 | 0 | Unknown | 2 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/whitehallwhiteriver/little_whitehallrrwhiter1_small.jpg | https://historicbridges.org/michigan/whitehallwhiteriver/little_whitehallrrwhiter1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/whitehallwhiteriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.414200,-86.351120 | |||||||||||||
| 3641 | Whitewater River Railroad Bridge | A good example of early 20th century railroad truss bridge construction, this is a three span bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. | 39.166320 | -84.788050 | Railroad (Central Railroad of Indiana) | Whitewater River | Rural | Hamilton County, Ohio | Ohio | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 3 | 0 | 0 | 1913 | 0 | Pennsylvania Steel Company of Steelton, Pennsylvania | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/whitewater/little_pict1153_small.jpg | https://historicbridges.org/ohio/whitewater/little_pict1153.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/whitewater/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.166320,-84.788050 | ||||||||||||||
| 3643 | Whiting Park Bridge | This tiny concrete arch bridge is an attractive and historic structure of Whiting Park. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 41.682920 | -87.488880 | Central Walkway | Shallow Depression | Whiting | Lake County, Indiana | Indiana | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/indiana/whitingpark/little_whitingpark1084_small.jpg | https://historicbridges.org/indiana/whitingpark/little_whitingpark1084.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/whitingpark/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.682920,-87.488880 | |||||||||||||||
| 3644 | Whitmore Lake Road Bridge | An unusual merger of late 1950s style meeting the slab era of pre-stressed concrete. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) pre-stressed concrete Adjacent box beam, fixed. The bridge was primarily built by L. W. Edison Company. The bridge was primarily designed by Michigan State Highway Department. | 42.441190 | -83.757100 | Whitmore Lake Road | Railroad (Abandoned Canadian National) | Rural | Livingston County, Michigan | Michigan | United States | Pre-Stressed Concrete | Adjacent | Box Beam | Fixed | 0 | 3 | 0 | 0 | 1960 | 0 | L. W. Edison Company | Michigan State Highway Department | 1 | 2 | 45 | 13.72 | 137.8 | 42 | 26 | 7.92 | https://historicbridges.org/beam/whitmore/Whitmore6_small.jpg | https://historicbridges.org/beam/whitmore/Whitmore6.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=beam/whitmore/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.441190,-83.757100 | |||||||||||||||
| 3645 | White Oak Shade Road Bridge | One of the individually unique and beautiful bridges crossing one of the most important historic highways in the country. The technical description of the main or most noteworthy span of the bridge is a 68 ft (20.73 m) concrete rigid-frame, fixed. The bridge was primarily built by M. A. Gammino Construction Company of Providence, Rhode Island. | 41.123140 | -73.473680 | White Oak Shade Road | Merritt Parkway (CT-15) | Norwalk | Fairfield County, Connecticut | Connecticut | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1938 | 1991 | M. A. Gammino Construction Company of Providence, Rhode Island | 6 | 6 | 68 | 20.73 | 78 | 23.77 | 30 | 9.14 | https://historicbridges.org/connecticut/whiteoakshade/little_img_2188_small.jpg | https://historicbridges.org/connecticut/whiteoakshade/little_img_2188.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/whiteoakshade/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.123140,-73.473680 | |||||||||||||||||
| 3647 | WI-101 Bridge | This bridge is a regionally uncommon example of a metal truss highway bridge. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 45.853380 | -88.350750 | WI-101 | Pine River | Rural | Florence County, Wisconsin | Wisconsin | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 1939 | 1980 | Unknown | 5 | 6 | 90 | 27.43 | 94.5 | 28.8 | 26 | 7.92 | https://historicbridges.org/wisconsin/wi101pineriverwisconsin/little_wi101pineriverwisconsin_2035_small.jpg | https://historicbridges.org/wisconsin/wi101pineriverwisconsin/little_wi101pineriverwisconsin_2035.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/wi101pineriverwisconsin/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.853380,-88.350750 | ||||||||||||||
| 3648 | Wight Island Bridge | This bridge has been preserved and is the only way to get to tiny Wight Island today. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Dickson Bridge Works Company of Campbellford, Ontario. | 44.394620 | -77.872190 | Wight Island Road | Trent River (Trent-Severn Waterway) | Trent River | Northumberland County, Ontario | Ontario | Canada | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1912 | 1991 | Dickson Bridge Works Company of Campbellford, Ontario | 7 | 7 | 105 | 32 | 105 | 32 | 0 | 0 | https://historicbridges.org/ontario/wightisland/little_p1580764_small.jpg | https://historicbridges.org/ontario/wightisland/little_p1580764.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/wightisland/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.394620,-77.872190 | ||||||||||||||
| 3649 | ! | Wightman Road Bridge | Shaws Landing Bridge | A beautiful bridge associated with an important bridge company. The technical description of the main or most noteworthy span of the bridge is a 77 ft (23.47 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 41.539720 | -80.105280 | Wightman Road (Stopp Road, TR-620) | Conneaut Outlet | Rural | Crawford County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 1897 | 1994 | King Bridge Company of Cleveland, Ohio | 7 | 7 | 77 | 23.47 | 80 | 24.38 | 13 | 3.96 | https://historicbridges.org/truss/shaws/little_pict6535_small.jpg | https://historicbridges.org/truss/shaws/little_pict6535.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/shaws/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.539720,-80.105280 | ||||||||||||
| 3650 | Wilbur Dam Road Bridge | With its uncommon truss configuration and varying span sizes, this is a very unusual bridge. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal rivet-connected Baltimore deck truss, fixed. The bridge was primarily built by Unknown. | 36.338130 | -82.116740 | Wilbur Dam Road | Watauga River | Rural | Carter County, Tennessee | Tennessee | United States | Metal | Baltimore | Rivet-Connected | Deck | Truss | Fixed | 0 | 4 | 0 | 1 | 1942 | 0 | Unknown | 6 | 7 | 75 | 22.86 | 377.8 | 115.15 | 20 | 6.1 | https://historicbridges.org/tennessee/wilburdam/little_dsc_2587_small.jpg | https://historicbridges.org/tennessee/wilburdam/little_dsc_2587.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/wilburdam/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.338130,-82.116740 | ||||||||||||||
| 3653 | Wilden Avenue Bridge | Oakridge Cemetery Bridge, Elkhart County Bridge 401 | Originally crossing Elkhart River as a two span structure, one of the pony truss spans was appropriately moved to a cemetery when the bridge was replaced. The technical description of the main or most noteworthy span of the bridge is a 82 ft (24.99 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 41.595190 | -85.841820 | Cemetery Road | Rock Run Creek | Goshen | Elkhart County, Indiana | Indiana | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 7 | 1 | 0 | 0 | 1928 | 2002 | Unknown | 5 | 6 | 82 | 24.99 | 82 | 24.99 | 21.6 | 6.58 | https://historicbridges.org/truss/wilden/little_p1380758_small.jpg | https://historicbridges.org/truss/wilden/little_p1380758.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/wilden/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.595190,-85.841820 | |||||||||||||
| 3654 | Wiley Bridge | This massive concrete bowstring type arch bridge is skewed and has an unusual overhead bracing arrangement as a result. The technical description of the main or most noteworthy span of the bridge is a concrete Rainbow through arch, fixed. The bridge was primarily built by Langton and Bartho of Toronto, Ontario. | 43.748820 | -79.655260 | Gorewood Drive (Claireville Conservation Road) | Credit River | Brampton | Peel Region, Ontario | Ontario | Canada | Concrete | Rainbow | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1924 | 0 | Langton and Bartho of Toronto, Ontario | 7 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/gorewood/little_p1590608_small.jpg | https://historicbridges.org/ontario/gorewood/little_p1590608.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/gorewood/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.748820,-79.655260 | |||||||||||||||
| 3655 | Wiley's Bridge | A traditional example of a concrete t-beam bridge from the 1920s. The technical description of the main or most noteworthy span of the bridge is a 36 ft (10.97 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. | 39.805130 | -76.008740 | Street Road | Leech Run | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Concrete | T-Beam | Fixed | 0 | 1 | 0 | 0 | 1924 | 0 | Unknown | 2 | 2 | 36 | 10.97 | 38 | 11.58 | 15.4 | 4.69 | https://historicbridges.org/pennsylvania/bridge19wileysmill/little_bridge19001_small.jpg | https://historicbridges.org/pennsylvania/bridge19wileysmill/little_bridge19001.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge19wileysmill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.805130,-76.008740 | |||||||||||||||||
| 3658 | William B. Rankine Generating Station Bridge | Canadian Niagara Power Bridge | This stone faced concrete arch bridge was designed to look attractive in this park setting around the famous Niagara Falls. The technical description of the main or most noteworthy span of the bridge is a concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 43.074820 | -79.078030 | Niagara Parkway | William B. Rankine Generating Station Intake | Niagara Falls | Niagara Region, Ontario | Ontario | Canada | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 5 | 0 | 0 | 1923 | 0 | Unknown | 5 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/niagarapowerbridge1/little_niagarapowerbridge10151_small.jpg | https://historicbridges.org/ontario/niagarapowerbridge1/little_niagarapowerbridge10151.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/niagarapowerbridge1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.074820,-79.078030 | ||||||||||||||
| 3659 | Williamsburg Bridge | The largest of the three East River suspension bridges, and a nationally significant suspension bridge with an uncommon stiffening truss. The technical description of the main or most noteworthy span of the bridge is a 1600 ft (487.68 m) metal through truss stiffening wire cable suspension, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Leffert L. Buck. | 40.713626 | -73.972318 | Delancey Street and New York City Subway | East River | New York | Brooklyn, New York and Manhattan, New York | New York | United States | Metal | Through Truss Stiffening | Wire Cable | Suspension | Fixed | 0 | 1 | Metal | Lattice (Quadruple Warren) | Rivet-Connected | Through | Truss | Fixed | 0 | 53 | 1903 | 2002 | American Bridge Company of New York, New York | Leffert L. Buck | 9 | 9 | 1600 | 487.68 | 7308 | 2227.48 | 76 | 23.16 | https://historicbridges.org/newyork/williamsburg/little_williamsburgbridgeadd_7420_small.jpg | https://historicbridges.org/newyork/williamsburg/little_williamsburgbridgeadd_7420.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/williamsburg/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.713626,-73.972318 | ||||||||
| 3660 | Williams Creek Railroad Bridge | Two Arch Bridge | An exceedingly rare American example of a uniformly curved top chord plate girder. The technical description of the main or most noteworthy span of the bridge is a metal Variable Depth deck girder, fixed. The bridge was primarily built by Unknown. | 39.596200 | -85.155700 | Railroad (Whitewater Valley Railroad) | Williams Creek | Rural | Fayette County, Indiana | Indiana | United States | Metal | Variable Depth | Deck | Girder | Fixed | 0 | 2 | 0 | 0 | 1917 | 0 | Unknown | 8 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/indiana/williamscreekrr/little_074_small.jpg | https://historicbridges.org/indiana/williamscreekrr/little_074.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/williamscreekrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.596200,-85.155700 | ||||||||||||||
| 3661 | Williams Road Bridge | Shorts Bridge | This unique bridge uses the rare Phoenix columns in an unusual bridge that is unlike the majority of bridges with Phoenix columns. The technical description of the main or most noteworthy span of the bridge is a 73.2 ft (22.31 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Samuel P. White of Beaver Falls, Pennsylvania. | 41.571111 | -79.860556 | Williams Road (TR-627) | Sugar Creek | Rural | Venango County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1884 | 1912 | Samuel P. White of Beaver Falls, Pennsylvania | 9 | 9 | 73.2 | 22.31 | 75 | 22.86 | 15 | 4.57 | https://historicbridges.org/truss/williams/little_dscf9950_small.jpg | https://historicbridges.org/truss/williams/little_dscf9950.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/williams/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.571111,-79.860556 | |||||||||||||
| 3665 | ! | Willow Avenue Bridge | A very late example of a vertical lift truss bridge. The technical description of the main or most noteworthy span of the bridge is a 310 ft (94.49 m) metal rivet-connected Parker through truss, movable: vertical lift. The bridge was primarily built by Engels Steel Construction Company of Alabama. The bridge was primarily designed by Trygve Hoff and Associates. | 41.497690 | -81.710580 | Willow Street (River Road) | Cuyahoga River | Cleveland | Cuyahoga County, Ohio | Ohio | United States | Metal | Parker | Rivet-Connected | Through | Truss | Movable: Vertical Lift | 10 | 1 | Metal | Rigid-Frame | Fixed | 0 | Tower Drive | 2 | 1964 | 0 | Engels Steel Construction Company of Alabama | Trygve Hoff and Associates | 3 | 4 | 310 | 94.49 | 350 | 106.68 | 26 | 7.92 | https://historicbridges.org/ohio/willow/bkg_cleveland308_small.jpg | https://historicbridges.org/ohio/willow/cleveland0740.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/willow/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.497690,-81.710580 | ||||||||
| 3666 | Willow Avenue Bridge | Iowa Bridge Number 86640 | A standard plan Parker truss span is an example of a longer span standard plan truss bridge in Iowa. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 42.620190 | -92.593800 | Willow Avenue (CR-T63) | West Fork Cedar River | Rural | Butler County, Iowa | Iowa | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Pre-Stressed Concrete | Stringer (Multi-Beam) | Fixed | 0 | 4 | 1920 | 1956 | Unknown | 6 | 6 | 150 | 45.72 | 330 | 100.58 | 16.7 | 5.09 | https://historicbridges.org/iowa/crt63/little_dscf6035_small.jpg | https://historicbridges.org/iowa/crt63/little_dscf6035.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/crt63/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.620190,-92.593800 | ||||||||||
| 3667 | Willow Road Bridge | In a county noted for its unusual arch bridges, this traditional arch bridge stands out for its lack of unusual design. The technical description of the main or most noteworthy span of the bridge is a 109 ft (33.22 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 42.116120 | -83.356890 | Willow Road | Huron River | Rural | Wayne County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1922 | 1993 | Unknown | 5 | 4 | 109 | 33.22 | 192 | 58.52 | 25.3 | 7.71 | https://historicbridges.org/michigan/willow/little_p1370573_small.jpg | https://historicbridges.org/michigan/willow/little_p1370567_8_9_fused.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/willow/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.116120,-83.356890 | |||||||||||||||
| 3668 | Willow Road Bridge | This bridge is a beautiful example of a bridge with Streamline Moderne design. The technical description of the main or most noteworthy span of the bridge is a 44 ft (13.41 m) concrete t-beam, fixed. The bridge was primarily built by Superior Concrete Construction Company. | 42.101540 | -87.773810 | Willow Road | Middle Fork of North Branch Chicago River | Northfield | Cook County, Illinois | Illinois | United States | Concrete | T-Beam | Fixed | 0 | 1 | 0 | 0 | 1941 | 0 | Superior Concrete Construction Company | 3 | 4 | 44 | 13.41 | 47 | 14.33 | 48 | 14.63 | https://historicbridges.org/illinois/willowroad/little_willowroad2473_small.jpg | https://historicbridges.org/illinois/willowroad/little_willowroad2473.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/willowroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.101540,-87.773810 | |||||||||||||||||
| 3669 | Wilson Road Bridge | This tiny stone faced bridge is an example of a bridge that looks like a stone arch but is not, a style that was a fad in the 1930s. The technical description of the main or most noteworthy span of the bridge is a corrugated multi-plate Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by R. A. Schneider. | 40.316710 | -79.978950 | Wilson Road | Lick Run | Jefferson | Allegheny County, Pennsylvania | Pennsylvania | United States | Corrugated Multi-Plate | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1935 | 0 | Unknown | R. A. Schneider | 3 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/wilsonroad/little_wilsonroad0069_small.jpg | https://historicbridges.org/pennsylvania/wilsonroad/little_wilsonroad0069.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/wilsonroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.316710,-79.978950 | ||||||||||||||
| 3670 | Winnetka Road Bridge | This bridge is a concrete structure with a decorative stone arch facade on the sides. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) concrete (stone faced) t-beam, fixed. The bridge was primarily built by Unknown. | 42.094000 | -87.757180 | Winnetka Road | Skokie River | Northfield | Cook County, Illinois | Illinois | United States | Concrete (Stone Faced) | T-Beam | Fixed | 0 | 1 | Concrete | Slab | Fixed | 0 | 2 | 1935 | 0 | Unknown | 4 | 5 | 20 | 6.1 | 73.2 | 22.31 | 26 | 7.92 | https://historicbridges.org/illinois/winnetkaroad/little_winnetkaroad0004_small.jpg | https://historicbridges.org/illinois/winnetkaroad/little_winnetkaroad0004.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/winnetkaroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.094000,-87.757180 | ||||||||||||||
| 3672 | Winters Railroad Bridge | J. Robert Chapman Memorial Bridge | This attractive and historic railroad truss bridge was converted for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 38.520210 | -121.967540 | Railroad (Rail-Trail) | Putah Creek | Winters | Solano County, California and Yolo County, California | California | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 5 | 3 | 0 | 0 | 1906 | 2006 | Unknown | 6 | 6 | 0 | 0 | 368 | 112.17 | 0 | 0 | https://historicbridges.org/california/wintersrrbridge/little_day3_wintersbridge03951_small.jpg | https://historicbridges.org/california/wintersrrbridge/little_day3_wintersbridge03951.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/wintersrrbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.520210,-121.967540 | |||||||||||||
| 3675 | US-12 Willow Run Interchange | Part of Michigan's first major limited access highway, one of two three level interchanges built to support World War II bomber production. The technical description of the main or most noteworthy span of the bridge is a 88 ft (26.82 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Fort Pitt Bridge Works of Pittsburgh, Pennsylvania. The bridge was primarily designed by Michigan State Highway Department. | 42.247500 | -83.552220 | US-12 Interchange | US-12 Interchange | Rural | Washtenaw County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 5 | 0 | 0 | 1942 | 1997 | Fort Pitt Bridge Works of Pittsburgh, Pennsylvania | Michigan State Highway Department | 5 | 6 | 88 | 26.82 | 276 | 84.12 | 51 | 15.54 | https://historicbridges.org/michigan/willowrun1/little_p1090781_small.jpg | https://historicbridges.org/michigan/willowrun1/little_p1090781.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/willowrun1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.247500,-83.552220 | ||||||||||||||||
| 3676 | US-12 Wiard Road Interchange | Part of Michigan's first major limited access highway, one of two three level interchanges built to support World War II bomber production. The technical description of the main or most noteworthy span of the bridge is a 88 ft (26.82 m) metal stringer (multi-beam), fixed. The bridge was primarily built by F. Yeager Bridge and Culvert Works of Port Huron, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 42.242470 | -83.565960 | US-12 Interchange | US-12 Interchange | Rural | Washtenaw County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 5 | 0 | 0 | 1942 | 1997 | F. Yeager Bridge and Culvert Works of Port Huron, Michigan | Michigan State Highway Department | 5 | 6 | 88 | 26.82 | 276 | 84.12 | 51 | 15.54 | https://historicbridges.org/michigan/willowrun2/little_p1090831_small.jpg | https://historicbridges.org/michigan/willowrun2/little_p1090831.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/willowrun2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.242470,-83.565960 | ||||||||||||||||
| 3678 | Wilson Avenue Bridge | A well-preserved deck plate girder with a center suspended span designed to allow for it to be lifted out for boats in rare circumstances. The technical description of the main or most noteworthy span of the bridge is a 99.4 ft (30.3 m) metal continuous deck girder, fixed. The bridge was primarily built by Nash-Dowdle Company of Chicago, Illinois. | 41.964800 | -87.697170 | Wilson Avenue | North Shore Channel | Chicago | Cook County, Illinois | Illinois | United States | Metal | Deck | Girder | Fixed | 0 | Continuous | 3 | 0 | 0 | 1913 | 1993 | Nash-Dowdle Company of Chicago, Illinois | 6 | 7 | 99.4 | 30.3 | 210 | 64.01 | 25.3 | 7.71 | https://historicbridges.org/illinois/wilson/little_dscf3322_small.jpg | https://historicbridges.org/illinois/wilson/little_wilson2592.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/wilson/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.964800,-87.697170 | |||||||||||||||
| 3679 | ! | Wilson Avenue Overpass | This bridge is one of two similar bridges on this section of Lake Shore Drive, and both appear to have been altered. The technical description of the main or most noteworthy span of the bridge is a 55.8 ft (17.01 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. | 41.965690 | -87.647210 | Lake Shore Drive (US-41) | Wilson Avenue | Chicago | Cook County, Illinois | Illinois | United States | Concrete | T-Beam | Fixed | 0 | 1 | Concrete | Slab | Fixed | 0 | 2 | 1933 | 0 | Unknown | 3 | 5 | 55.8 | 17.01 | 96 | 29.26 | 106 | 32.31 | https://historicbridges.org/illinois/wilsonoverpass/little_dscf2978_small.jpg | https://historicbridges.org/illinois/wilsonoverpass/little_dscf2978.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/wilsonoverpass/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.965690,-87.647210 | |||||||||||||
| 3680 | Wilson Road Bridge | An excellent, unaltered example of a truss bridge built by a local bridge builder. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by John Denithorne and Sons of Phoenixville, Pennsylvania. | 40.081330 | -75.456600 | Wilson Road (TR-593) | Valley Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1886 | 1998 | John Denithorne and Sons of Phoenixville, Pennsylvania | 7 | 7 | 60 | 18.29 | 65 | 19.81 | 14.4 | 4.39 | https://historicbridges.org/pennsylvania/chester166wilsons/little_bridges007_small.jpg | https://historicbridges.org/pennsylvania/chester166wilsons/little_bridges102.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester166wilsons/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.081330,-75.456600 | ||||||||||||||
| 3681 | Windham Road 19 Bridge | Old Lasslette Road Bridge | This is one of the few truss bridges in Norfolk County that remains open to vehicular traffic. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 42.887760 | -80.485090 | Windham Road 19 (Old Lasslette Road) | Big Creek | Rural | Norfolk County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/windhamroad19/little_p1590988_small.jpg | https://historicbridges.org/ontario/windhamroad19/little_p1590988.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/windhamroad19/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.887760,-80.485090 | |||||||||||||
| 3682 | Windsor Bridge | This bridge is among the larger multi-span examples of a standard plan truss in western New York. The technical description of the main or most noteworthy span of the bridge is a 204.7 ft (62.39 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by New York State Department of Public Works. | 42.074170 | -75.636670 | Chapel Street (CR-28) | Susquehanna River | Windsor | Broome County, New York | New York | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 10 | 3 | 0 | 0 | 1936 | 1992 | American Bridge Company of New York, New York | New York State Department of Public Works | 6 | 6 | 204.7 | 62.39 | 622.7 | 189.8 | 30 | 9.14 | https://historicbridges.org/newyork/windsor/bkg_newyork448_small.jpg | https://historicbridges.org/newyork/windsor/newyork1295.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/windsor/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.074170,-75.636670 | |||||||||||||
| 3685 | Winona Bridge | This cantilever truss is an increasingly rare bridge type, and is a landmark for Winona. The technical description of the main or most noteworthy span of the bridge is a 450 ft (137.16 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Minnesota Highway Department. | 44.057280 | -91.639900 | MN-43 (Winona Street) | Mississippi River, City Streets, and Railroad | Winona | Winona County, Minnesota | Minnesota | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 0 | Cantilever | 3 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 0 | 21 | 1941 | 2019 | American Bridge Company of New York, New York | Minnesota Highway Department | 8 | 8 | 450 | 137.16 | 2282 | 695.55 | 30.8 | 9.39 | https://historicbridges.org/minnesota/winona/little_winona2132_small.jpg | https://historicbridges.org/minnesota/winona/little_winona2121.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/winona/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.057280,-91.639900 | ||||||
| 3688 | Wire Mill Road Bridge | One of the individually unique and beautiful bridges crossing one of the most important historic highways in the country. The technical description of the main or most noteworthy span of the bridge is a 67 ft (20.42 m) concrete rigid-frame, fixed. The bridge was primarily built by Paul Bacco Construction Company of Stamford, Connecticut. | 41.106510 | -73.559280 | Wire Mill Road | Merritt Parkway (CT-15) | Stamford | Fairfield County, Connecticut | Connecticut | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1938 | 0 | Paul Bacco Construction Company of Stamford, Connecticut | 6 | 6 | 67 | 20.42 | 76 | 23.16 | 30.2 | 9.2 | https://historicbridges.org/connecticut/wiremill/little_img_2155_small.jpg | https://historicbridges.org/connecticut/wiremill/little_img_2155.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/wiremill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.106510,-73.559280 | |||||||||||||||||
| 3689 | Wirtz Road Bridge | A regionally rare example of a metal truss bridge, this structure is abandoned and overgrown. The technical description of the main or most noteworthy span of the bridge is a 48 ft (14.63 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 44.073450 | -84.406820 | Wirtz Road | Sugar River | Rural | Gladwin County, Michigan | Michigan | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1920 | 0 | Unknown | 4 | 6 | 48 | 14.63 | 50 | 15.24 | 12.8 | 3.9 | https://historicbridges.org/michigan/wirtz/little_zimg_20211113_131149_small.jpg | https://historicbridges.org/michigan/wirtz/little_zimg_20211113_131149.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/wirtz/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.073450,-84.406820 | ||||||||||||||
| 3690 | Wiscasset Railroad Bridge | This bridge has a rare Scherzer rolling lift bascule span, but it is the even larger through truss approach spans that draw the eye. The technical description of the main or most noteworthy span of the bridge is a 77 ft (23.47 m) metal through girder, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois (Likely Bascule Engineer). | 44.013510 | -69.640200 | Railroad (Maine Central) | Sheepscot River | Wiscasset | Lincoln County, Maine | Maine | United States | Metal | Through | Girder | Movable: Single Leaf Bascule | Rolling Lift | 0 | 1 | Metal | Pennsylvania | Rivet-Connected | Through | Truss | Fixed | 16 | 12 | 1916 | 0 | American Bridge Company of New York, New York | Scherzer Rolling Lift Bridge Company of Chicago, Illinois (Likely Bascule Engineer) | 7 | 8 | 77 | 23.47 | 995 | 303.28 | 0 | 0 | https://historicbridges.org/maine/sheepscotrvrrbridge/main_small.jpg | https://historicbridges.org/maine/sheepscotrvrrbridge/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maine/sheepscotrvrrbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.013510,-69.640200 | ||||||||
| 3691 | Wiscoggin Drain Private Bridge | One of several remaining private, small truss bridges in the western thumb area, this is one of the larger examples. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. | 43.626610 | -83.468360 | Private Trail | Wiscoggin Drain | Rural | Tuscola County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/wiscoggin/little_pict8561_small.jpg | https://historicbridges.org/michigan/wiscoggin/little_pict8561.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/wiscoggin/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.626610,-83.468360 | ||||||||||||||
| 3692 | Wiseman Bridge | This beautiful bridge is one of only two rainbow arch bridges in the entire state of Maine! The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) concrete tied Rainbow through arch, fixed. The bridge was primarily built by Unknown. | 44.093800 | -70.217010 | Chestnut Street | Main Canal | Lewiston | Androscoggin County, Maine | Maine | United States | Concrete | Rainbow | Tied | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1928 | 0 | Unknown | 8 | 8 | 64 | 19.51 | 74.2 | 22.62 | 24 | 7.32 | https://historicbridges.org/maine/wiseman/little_p1480470_small.jpg | https://historicbridges.org/maine/wiseman/little_p1480470.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maine/wiseman/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.093800,-70.217010 | ||||||||||||||
| 3695 | Whitakre Bridge | Jay County Bridge 129 | This historic bridge was relocated to this site where it is a centerpiece for a park setting. The technical description of the main or most noteworthy span of the bridge is a 95 ft (28.96 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Attica Bridge Company of Attica, Indiana. | 40.429730 | -84.972750 | Pedestrian Walkway | Salamonie River | Rural | Jay County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1908 | 2006 | Attica Bridge Company of Attica, Indiana | 7 | 7 | 95 | 28.96 | 102 | 31.09 | 15.7 | 4.79 | https://historicbridges.org/indiana/whitakrebridge/little_whitakrebridge2030_small.jpg | https://historicbridges.org/indiana/whitakrebridge/little_whitakrebridge2030.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/whitakrebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.429730,-84.972750 | |||||||||||||
| 3696 | Wohler Bridge | This is an uncommon example of a Camelback truss and is also noted for its multi-span configuration. The technical description of the main or most noteworthy span of the bridge is a 230 ft (70.1 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 38.507520 | -122.883890 | Wohler Road | Russian River | Rural | Sonoma County, California | California | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 10 | 1 | Concrete | Stringer (Multi-Beam) | Fixed | 0 | 0 | 1921 | 0 | American Bridge Company of New York, New York | 7 | 7 | 230 | 70.1 | 768 | 234.09 | 16.7 | 5.09 | https://historicbridges.org/california/wohlerroadrussianriver/little_day5_wohlerroadrussianriver07520_small.jpg | https://historicbridges.org/california/wohlerroadrussianriver/little_day5_wohlerroadrussianriver07520.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/wohlerroadrussianriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.507520,-122.883890 | |||||||||||
| 3699 | Woodfern Road Bridge | Two bridges crossing the river at angles to each other, this is one of the more unique pairs of truss spans in the state. The technical description of the main or most noteworthy span of the bridge is a 99 ft (30.18 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by J. W. Scott of Flemington, New Jersey. | 40.505100 | -74.763740 | Woodfern Road | South Branch Raritan River | Rural | Somerset County, New Jersey | New Jersey | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 2 | 0 | 0 | 1902 | 2006 | J. W. Scott of Flemington, New Jersey | 7 | 7 | 99 | 30.18 | 187 | 57 | 15.4 | 4.69 | https://historicbridges.org/newjersey/woodfern/little_pict5817_small.jpg | https://historicbridges.org/newjersey/woodfern/little_pict5821.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/woodfern/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.505100,-74.763740 | ||||||||||||||
| 3700 | ! | Woodland Road Bridge | This bridge is an extremely rare example of a state highway department standard highway plate girder. The technical description of the main or most noteworthy span of the bridge is a 61 ft (18.59 m) metal through girder, fixed. The bridge was primarily built by Worden-Allen Company of Milwaukee, Wisconsin. The bridge was primarily designed by Michigan State Highway Department. | 46.432980 | -86.824440 | Woodland Road | Au Train River | Rural | Alger County, Michigan | Michigan | United States | Metal | Through | Girder | Fixed | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1914 | 0 | Worden-Allen Company of Milwaukee, Wisconsin | Michigan State Highway Department | 3 | 9 | 61 | 18.59 | 90 | 27.43 | 16 | 4.88 | https://historicbridges.org/michigan/woodland/little_2011august005_small.jpg | https://historicbridges.org/michigan/woodland/little_2011august005.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/woodland/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.432980,-86.824440 | |||||||||||
| 3701 | Woodlawn Bridge | A rare example of a multi-span truss bridge, this structure retains good historic integrity as well. The technical description of the main or most noteworthy span of the bridge is a 87 ft (26.52 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Ontario Bridge Company of Toronto, Ontario. The bridge was primarily designed by Lee and Nash of Brantford, Ontario. | 42.809410 | -79.968880 | Cheapside Road | Sandusk Creek | Woodlawn Park | Haldimand County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 2 | 0 | 0 | 1929 | 1988 | Ontario Bridge Company of Toronto, Ontario | Lee and Nash of Brantford, Ontario | 7 | 7 | 87 | 26.52 | 175 | 53.34 | 0 | 0 | https://historicbridges.org/ontario/cheapsideroad/little_p1400244_small.jpg | https://historicbridges.org/ontario/cheapsideroad/little_p1400244.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/cheapsideroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.809410,-79.968880 | |||||||||||||
| 3704 | ! | Woodruff Road Bridge South | Located near another girder, this bridge is also a good example of its type with good integrity. The technical description of the main or most noteworthy span of the bridge is a 41 ft (12.5 m) concrete through girder, fixed. The bridge was primarily built by Price Brothers Company of Lansing, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 43.703220 | -84.968350 | Woodruff Road | Coldwater River | Rural | Isabella County, Michigan | Michigan | United States | Concrete | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1926 | 0 | Price Brothers Company of Lansing, Michigan | Michigan State Highway Department | 5 | 6 | 41 | 12.5 | 45 | 13.72 | 21 | 6.4 | https://historicbridges.org/michigan/woodruffsouth/little_dscf0606_small.jpg | https://historicbridges.org/michigan/woodruffsouth/little_dscf0592.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/woodruffsouth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.703220,-84.968350 | ||||||||||||||
| 3705 | Woodward Island Railroad Bridge | BNSF - Bridge No. A-1137 | One of three extremely rare examples of the unusual patented Abt bascule type in California. The technical description of the main or most noteworthy span of the bridge is a 93 ft (28.35 m) metal through girder, movable: single leaf bascule, Abt. The bridge was primarily built by American Bridge Company of New York, New York. | 37.939890 | -121.560750 | Railroad (BNSF and Amtrak) | Old River | Rural | Contra Costa County, California and San Joaquin County, California | California | United States | Metal | Through | Girder | Movable: Single Leaf Bascule | Abt | 0 | 1 | 0 | 0 | 1928 | 0 | American Bridge Company of New York, New York | 9 | 9 | 93 | 28.35 | 177 | 53.95 | 0 | 0 | https://historicbridges.org/california/woodwardislandoldriverabt/little_day2_woodwardislandoldriverabt02267_small.jpg | https://historicbridges.org/california/woodwardislandoldriverabt/little_day2_woodwardislandoldriverabt02267.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/woodwardislandoldriverabt/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.939890,-121.560750 | ||||||||||||||
| 3707 | Wren Valley Road Bridge | Iowa Bridge Number 348350 | A traditional pin-connected pony truss with good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 66 ft (20.12 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. | 43.358750 | -91.668160 | Wren Valley Road | Canoe Creek | Rural | Winneshiek County, Iowa | Iowa | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 66 | 20.12 | 67 | 20.42 | 16 | 4.88 | https://historicbridges.org/iowa/wrenvalley/little_dscf5556_small.jpg | https://historicbridges.org/iowa/wrenvalley/little_dscf5556.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/wrenvalley/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.358750,-91.668160 | |||||||||||||
| 3708 | Wrightwood Avenue Bridge | This grade separation is noted for its attractive aesthetic detailing and association with the Public Works Administration The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Northern Bridge Company of Chicago, Illinois. The bridge was primarily designed by Arthur Engh. | 41.928050 | -87.729610 | Railroad (Soo Line, Metra Milwaukee District North) | Wrightwood Avenue | Chicago | Cook County, Illinois | Illinois | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | Concrete | Slab | Fixed | 0 | 2 | 1939 | 0 | Northern Bridge Company of Chicago, Illinois | Arthur Engh | 4 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/wrightwood/little_p1290088_small.jpg | https://historicbridges.org/illinois/wrightwood/little_p1290088.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/wrightwood/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.928050,-87.729610 | |||||||||||||
| 3710 | WV-47 North Fork Hughes River Bridge | A good example of a state standard plan 1930s truss bridge in West Virginia. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Pittsburgh - Des Moines Steel Company. | 39.118240 | -81.276770 | WV-47 | North Fork Hughes River | Rural | Ritchie County, West Virginia | West Virginia | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1931 | 1987 | Pittsburgh - Des Moines Steel Company | 5 | 5 | 180 | 54.86 | 185 | 56.39 | 19.4 | 5.91 | https://historicbridges.org/wvirginia/northforkhughes/little_dscf6012_small.jpg | https://historicbridges.org/wvirginia/northforkhughes/little_dscf6012.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/northforkhughes/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.118240,-81.276770 | ||||||||||||||
| 3712 | Wyalusing Bridge | Rainbow Bridge | This is the last remaining truss bridge and oldest bridge over the Susquehanna River in Bradford County. The technical description of the main or most noteworthy span of the bridge is a 220 ft (67.06 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. | 41.656420 | -76.263310 | PA-2010 | Susquehanna River | Wyalusing | Bradford County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 9 | 4 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 8 | 1942 | 1993 | Unknown | Pennsylvania State Highway Department | 5 | 7 | 220 | 67.06 | 1461 | 445.31 | 25 | 7.62 | https://historicbridges.org/pennsylvania/wyalusing/bkg_newyork341_small.jpg | https://historicbridges.org/pennsylvania/wyalusing/newyork1008.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/wyalusing/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.656420,-76.263310 | |||||||||
| 3713 | Wyandot-Marion Road Bridge | This small pony truss bridge has counter added using members salvaged from another bridge. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 40.702240 | -83.246500 | Wyandot-Marion Road (TR-68) | Little Sandusky River | Rural | Marion County, Ohio and Wyandot County, Ohio | Ohio | United States | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 6 | 70 | 21.34 | 73.2 | 22.31 | 15.4 | 4.69 | https://historicbridges.org/ohio/wyandotmarion5131472/little_wyandotmarion5131472_040_small.jpg | https://historicbridges.org/ohio/wyandotmarion5131472/little_wyandotmarion5131472_040.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/wyandotmarion5131472/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.702240,-83.246500 | ||||||||||||||
| 3714 | Wyebrook Bridge | This bridge is noted for its age and its rare elliptical arch span. The technical description of the main or most noteworthy span of the bridge is a 25 ft (7.62 m) stone Elliptical deck arch, fixed. The bridge was primarily built by Unknown. | 40.105610 | -75.825670 | Wyebrook Road | East Branch Brandywine Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Stone | Elliptical | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1888 | 1995 | Unknown | 8 | 8 | 25 | 7.62 | 63 | 19.2 | 21.7 | 6.61 | https://historicbridges.org/pennsylvania/chester143wyebrooke/little_bridge14314_small.jpg | https://historicbridges.org/pennsylvania/chester143wyebrooke/little_bridge14314.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester143wyebrooke/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.105610,-75.825670 | |||||||||||||||
| 3716 | ! | Yale Road Bridge | An example of a rare structure type unique to Michigan, this bridge is in good condition. The technical description of the main or most noteworthy span of the bridge is a 46 ft (14.02 m) concrete 50 Foot Plan curved chord through girder, fixed. The bridge was primarily built by Richard Adler. The bridge was primarily designed by Michigan State Highway Department. | 43.134520 | -82.662890 | Yale Road | Silver Creek (Eves Drain) | Rural | St. Clair County, Michigan | Michigan | United States | Concrete | 50 Foot Plan | Curved Chord Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1922 | 0 | Richard Adler | Michigan State Highway Department | 7 | 7 | 46 | 14.02 | 50 | 15.24 | 20 | 6.1 | https://historicbridges.org/concrete/yale/little_brg_6043_small.jpg | https://historicbridges.org/concrete/yale/little_brg_6043.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/yale/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.134520,-82.662890 | |||||||||||||
| 3718 | Yaw Road Bridge | One of a few bridges in Cass and Van Buren Counties with this unusual yet attractive railing design. The technical description of the main or most noteworthy span of the bridge is a 43 ft (13.11 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 41.998330 | -86.155550 | Yaw Road | Dowagiac River | Rural | Cass County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1930 | 0 | Unknown | 1 | 4 | 43 | 13.11 | 43 | 13.11 | 17 | 5.18 | https://historicbridges.org/michigan/yaw/little_rpict293_small.jpg | https://historicbridges.org/michigan/yaw/little_rpict293.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/yaw/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.998330,-86.155550 | |||||||||||||||||
| 3720 | Yellow Springs Road Bridge | This tiny stone arch still has big charm. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 40.083457 | -75.608759 | Yellow Springs Road | Pine Creek Tributary | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1911 | 0 | Unknown | 5 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/yellowspringsrdwpike/little_yellwspringsrdwpikeland3_small.jpg | https://historicbridges.org/pennsylvania/yellowspringsrdwpike/little_yellwspringsrdwpikeland3.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/yellowspringsrdwpike/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.083457,-75.608759 | |||||||||||||||
| 3721 | Yellowwood Road Bridge | Brown County Bridge 35 | This bridge was abandoned long ago next to its replacement bridge and today the bridge is falling apart. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 39.173330 | -86.319500 | Yellowwood Road | North Fork Salt Creek | Rural | Brown County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/indiana/yellowwoodroadbridge/little_yellowwoodroadbridge4891_small.jpg | https://historicbridges.org/indiana/yellowwoodroadbridge/little_yellowwoodroadbridge4891.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/yellowwoodroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.173330,-86.319500 | |||||||||||||
| 3722 | Yonge Street Railway Overpass | This bridge has attractive arched cantilevers on its northern side. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. | 43.645230 | -79.376290 | Railroad (Canadian Pacific and Go) | Yonge Street | Toronto | Toronto City, Ontario | Ontario | Canada | Concrete | Slab | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | Unknown | 3 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/yongestreet/little_yongestreet0657_small.jpg | https://historicbridges.org/ontario/yongestreet/little_yongestreet0657.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/yongestreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.645230,-79.376290 | |||||||||||||||||
| 3723 | York Bridge | This welded beam bridge also has multiple rigid frame approach spans. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 43.021950 | -79.891990 | Haldimand Road 9 (King Avenue) | Grand River | York | Haldimand County, Ontario | Ontario | Canada | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | Concrete | Rigid-Frame | Fixed | 0 | 0 | 0 | 0 | Unknown | 1 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/yorkgrandriver/little_p1400538_small.jpg | https://historicbridges.org/ontario/yorkgrandriver/little_p1400538.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/yorkgrandriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.021950,-79.891990 | ||||||||||||||
| 3724 | York Haven Road Bridge | This is the only known example in the country of a Pennsylvania truss built by the most prolific pre-1900 bridge company in the nation. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 40.081260 | -76.718330 | Old York Haven Road (Old PA-181 Alignment) | Conewago Creek | Rural | York County, Pennsylvania | Pennsylvania | United States | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 18 | 1 | 0 | 0 | 1888 | 0 | Wrought Iron Bridge Company of Canton, Ohio | 9 | 9 | 0 | 0 | 295 | 89.92 | 0 | 0 | https://historicbridges.org/pennsylvania/yorkhaven/little_dscf2197_small.jpg | https://historicbridges.org/pennsylvania/yorkhaven/little_dscf2197.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/yorkhaven/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.081260,-76.718330 | ||||||||||||||
| 3728 | Youngs Point Bridge | This is one of the oldest surviving metal truss bridges in Ontario, and is also a rare two-span pin-connected truss in Ontario! The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. | 44.487190 | -78.232970 | Old Highway 28 | Otonabee River (Trent-Severn Waterway) | Youngs Point | Peterborough County, Ontario | Ontario | Canada | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 2 | 0 | 0 | 1885 | 0 | Dominion Bridge Company of Montréal, Québec | 9 | 9 | 100 | 30.48 | 200 | 60.96 | 0 | 0 | https://historicbridges.org/ontario/youngspointold/little_p1580506_small.jpg | https://historicbridges.org/ontario/youngspointold/little_p1580506.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/youngspointold/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.487190,-78.232970 | ||||||||||||||
| 3729 | Yuras Farm Road Bridge | This little bridge is a traditional example of a bridge type that was common in the late 1800s. The technical description of the main or most noteworthy span of the bridge is a 43 ft (13.11 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Champion Bridge Company of Wilmington, Ohio. | 39.866480 | -79.883170 | Yuras Farm Road | Browns Run | Rural | Fayette County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1902 | 0 | Champion Bridge Company of Wilmington, Ohio | 6 | 5 | 43 | 13.11 | 46 | 14.02 | 10.2 | 3.11 | https://historicbridges.org/pennsylvania/yurasfarm/bkg_swpenn0194_small.jpg | https://historicbridges.org/pennsylvania/yurasfarm/swpenn070208.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/yurasfarm/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.866480,-79.883170 | ||||||||||||||
| 3731 | Zimmer Road Deer Creek Bridge | This is one of several small steel stringer bridges in this county that feature an unusual metal railing. The technical description of the main or most noteworthy span of the bridge is a 31.8 ft (9.69 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.613940 | -84.309260 | Zimmer Road | Deer Creek | Rural | Ingham County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1920 | 1966 | Unknown | 1 | 2 | 31.8 | 9.69 | 31.8 | 9.69 | 21.3 | 6.49 | https://historicbridges.org/michigan/zimmer2/little_p1470349_small.jpg | https://historicbridges.org/michigan/zimmer2/little_p1470349.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/zimmer2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.613940,-84.309260 | |||||||||||||||||
| 3732 | Zoarville Station Bridge | One of the most important bridges in the country, this beautiful bridge with Phoenix Columns is the last Fink truss remaining. The technical description of the main or most noteworthy span of the bridge is a 111.2 ft (33.89 m) metal pin-connected Fink through truss, fixed. The bridge was primarily built by Smith, Latrobe, and Company of Baltimore, Maryland. | 40.577320 | -81.391410 | Camp Tuscazoar Trail | Conotton Creek | Rural | Tuscarawas County, Ohio | Ohio | United States | Metal | Fink | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1868 | 2007 | Smith, Latrobe, and Company of Baltimore, Maryland | 10 | 10 | 111.2 | 33.89 | 111.2 | 33.89 | 17 | 5.18 | https://historicbridges.org/ohio/zoarville/little_redozoarville_3643_4_5v_small.jpg | https://historicbridges.org/ohio/zoarville/little_redozoarville_3643_4_5v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/zoarville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.577320,-81.391410 | ||||||||||||||
| 3733 | Zorger Road Bridge | This incredible bridge is a former railroad bridge, is extremely rare, and has very tall trusses. The technical description of the main or most noteworthy span of the bridge is a 173 ft (52.73 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Unknown. | 40.909450 | -78.666460 | Zorger Road | West Branch Susquehanna River | Rural | Clearfield County, Pennsylvania | Pennsylvania | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 12 | 1 | 0 | 0 | 0 | 1920 | Unknown | 8 | 8 | 173 | 52.73 | 180 | 54.86 | 12 | 3.66 | https://historicbridges.org/pennsylvania/zorger/little_pict9219_small.jpg | https://historicbridges.org/pennsylvania/zorger/little_pict9219.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/zorger/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.909450,-78.666460 | ||||||||||||||
| 3734 | Lincoln Park Bridge | Designed by a noted engineer, this graceful bridge is an outstanding example of a bridge with extensive Art Deco design. The technical description of the main or most noteworthy span of the bridge is a 146 ft (44.5 m) concrete deck girder, fixed. The bridge was primarily built by Works Progress Administration Forces. The bridge was primarily designed by Charles Whitney. | 42.570570 | -87.832790 | Pedestrian Walkway | Park Lagoon | Kenosha | Kenosha County, Wisconsin | Wisconsin | United States | Concrete | Deck | Girder | Fixed | 0 | 3 | 0 | 0 | 1936 | 0 | Works Progress Administration Forces | Charles Whitney | 6 | 6 | 146 | 44.5 | 245 | 74.68 | 10 | 3.05 | https://historicbridges.org/wisconsin/kenoshalincolnparkbridge/little_kenoshalincolnparkbridge1548_small.jpg | https://historicbridges.org/wisconsin/kenoshalincolnparkbridge/little_kenoshalincolnparkbridge1548.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/kenoshalincolnparkbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.570570,-87.832790 | |||||||||||||||
| 3735 | Little Lincoln Park Bridge | This is a tiny concrete foot bridge with abutments decorated in stone. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. | 42.572860 | -87.831320 | Pedestrian Walkway | Park Depression | Kenosha | Kenosha County, Wisconsin | Wisconsin | United States | Concrete | Slab | Fixed | 0 | 3 | 0 | 0 | 0 | 0 | Unknown | 2 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/wisconsin/kenoshalincolnparklittlenebridge/little_kenoshalincolnparklittlenebridge1534_small.jpg | https://historicbridges.org/wisconsin/kenoshalincolnparklittlenebridge/little_kenoshalincolnparklittlenebridge1534.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/kenoshalincolnparklittlenebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.572860,-87.831320 | |||||||||||||||||
| 3739 | Washington Park Bridge | Although altered, this is an unusual suspension foot bridge. The technical description of the main or most noteworthy span of the bridge is a metal wire cable suspension, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Jens Jensen. | 42.720050 | -87.807790 | Park Path | Root River | Racine | Racine County, Wisconsin | Wisconsin | United States | Metal | Wire Cable | Suspension | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | Jens Jensen | 2 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/wisconsin/racinesuspensionbridge/little_racinesuspensionbridge0475_small.jpg | https://historicbridges.org/wisconsin/racinesuspensionbridge/little_racinesuspensionbridge0475.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/racinesuspensionbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.720050,-87.807790 | |||||||||||||||
| 3742 | Memorial Drive Bridge | Although its railings have been replaced, everything under the deck of this bridge appears to be original. The technical description of the main or most noteworthy span of the bridge is a 82 ft (24.99 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 42.723730 | -87.798930 | Memorial Drive | Root River | Racine | Racine County, Wisconsin | Wisconsin | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 2 | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 1936 | 0 | Unknown | 5 | 5 | 82 | 24.99 | 192 | 58.52 | 40 | 12.19 | https://historicbridges.org/wisconsin/racinememorialdrive/little_racinememorialdrive0567_small.jpg | https://historicbridges.org/wisconsin/racinememorialdrive/little_racinememorialdrive0567.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/racinememorialdrive/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.723730,-87.798930 | ||||||||||
| 3755 | Matthiessen State Park Bridge 3 | This bridge is one of only two known surviving examples of a special concrete arch design by famous engineer Joseph Strauss The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) concrete Closed Spandrel (Ribbed) deck arch, fixed. The bridge was primarily built by Roemheld and Gallery, and German-American Concrete Co.. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. | 41.293910 | -89.028470 | Park Path | Deer Creek Gorge | Rural | La Salle County, Illinois | Illinois | United States | Concrete | Closed Spandrel (Ribbed) | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1905 | 0 | Roemheld and Gallery, and German-American Concrete Co. | Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois | 8 | 8 | 72 | 21.95 | 95 | 28.96 | 4.5 | 1.37 | https://historicbridges.org/illinois/matthiessenstateparkbridge3/little_matthiessenstateparkbridge31313_small.jpg | https://historicbridges.org/illinois/matthiessenstateparkbridge3/little_matthiessenstateparkbridge31313.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/matthiessenstateparkbridge3/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.293910,-89.028470 | ||||||||||||||
| 3756 | Matthiessen State Park Bridge 2 | One of three historic concrete arch bridges in this park. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 41.296960 | -89.027510 | Park Path | Deer Creek Gorge | Rural | La Salle County, Illinois | Illinois | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/matthiessenstateparkbridge2/little_matthiessenstateparkbridge21348_small.jpg | https://historicbridges.org/illinois/matthiessenstateparkbridge2/little_matthiessenstateparkbridge21348.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/matthiessenstateparkbridge2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.296960,-89.027510 | |||||||||||||||
| 3757 | Matthiessen State Park Bridge 1 | This attractive and nicely detailed bridge crosses an impressive gorge right over a waterfall. The technical description of the main or most noteworthy span of the bridge is a concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 41.299060 | -89.025100 | Park Path | Deer Creek Gorge (Lake Falls) | Rural | La Salle County, Illinois | Illinois | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/matthiessenstateparkbridge1/little_matthiessenstateparkbridge11367_small.jpg | https://historicbridges.org/illinois/matthiessenstateparkbridge1/little_matthiessenstateparkbridge11367.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/matthiessenstateparkbridge1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.299060,-89.025100 | |||||||||||||||
| 3759 | 651st Road Bridge | Ed Hand Highway Bridge | This is an uncommon example of a continuous deck truss. The technical description of the main or most noteworthy span of the bridge is a 152 ft (46.33 m) metal continuous rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 41.301990 | -89.037640 | 651st Road (Ed Hand Highway, CR-23) | Vermillion River | Rural | La Salle County, Illinois | Illinois | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 8 | Continuous | 3 | 0 | 0 | 1940 | 1983 | Unknown | 6 | 6 | 152 | 46.33 | 356 | 108.51 | 28 | 8.53 | https://historicbridges.org/illinois/651ststreet/little_651ststreet2251_small.jpg | https://historicbridges.org/illinois/651ststreet/little_651ststreet2251.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/651ststreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.301990,-89.037640 | ||||||||||||
| 3761 | Rockwell Road Bridge | This is an unusual pin-connected deck truss highway bridge. The technical description of the main or most noteworthy span of the bridge is a 106 ft (32.31 m) metal pin-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. | 41.327890 | -89.083470 | Rockwell Road | Little Vermillion River | La Salle | La Salle County, Illinois | Illinois | United States | Metal | Pratt | Pin-Connected | Deck | Truss | Fixed | 7 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 2010 | Unknown | 7 | 7 | 106 | 32.31 | 158 | 48.16 | 20 | 6.1 | https://historicbridges.org/illinois/rockwellroad/little_rockwellroad0452_small.jpg | https://historicbridges.org/illinois/rockwellroad/little_rockwellroad0452.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/rockwellroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.327890,-89.083470 | |||||||||||
| 3763 | Little Vermillion River Aqueduct | A rare example of a functioning aqueduct, this is composed of a plate girder superstructure. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. | 41.327620 | -89.083320 | Illinois and Michigan Canal | Little Vermillion River | La Salle | La Salle County, Illinois | Illinois | United States | Metal | Through | Girder | Fixed | 0 | 5 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/lasalleaqueduct/little_lasalleaqueduct1521_small.jpg | https://historicbridges.org/illinois/lasalleaqueduct/little_lasalleaqueduct1521.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/lasalleaqueduct/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.327620,-89.083320 | ||||||||||||||||
| 3765 | La Salle Railroad Bridge | This very long bridge has a variety of spans constructed at a variety of times. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Chicago Bridge and Iron Works of Chicago, Illinois and McClintic-Marshall Company of Pittsburgh, Pennsylvania. | 41.323680 | -89.083260 | Railroad (Buzzi Unicem) | Illinois River, Illinois and Michigan Canal, and Rockwell Road | La Salle | La Salle County, Illinois | Illinois | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | Metal | Pratt | Pin-Connected | Deck | Truss | Fixed | 0 | 0 | 1893 | 1932 | Chicago Bridge and Iron Works of Chicago, Illinois and McClintic-Marshall Company of Pittsburgh, Pennsylvania | 7 | 8 | 300 | 91.44 | 2850 | 868.68 | 0 | 0 | https://historicbridges.org/illinois/lasallerailroad/little_lasallerailroad1510_small.jpg | https://historicbridges.org/illinois/lasallerailroad/little_lasallerailroad1510.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/lasallerailroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.323680,-89.083260 | ||||||||
| 3768 | Peru Bridge | This late riveted cantilever truss bridge has a more simple appearance than older cantilever trusses. The technical description of the main or most noteworthy span of the bridge is a 477 ft (145.39 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Industrial Construction Company. The bridge was primarily designed by Alfred Benesch and Associates of Chicago, Illinois. | 41.323850 | -89.119720 | IL-251 | Illinois River and Water Street | Peru | La Salle County, Illinois | Illinois | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 0 | 3 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 10 | 1958 | 0 | Industrial Construction Company | Alfred Benesch and Associates of Chicago, Illinois | 6 | 6 | 477 | 145.39 | 2292 | 698.6 | 30 | 9.14 | https://historicbridges.org/illinois/perubridge/little_perubridge1043_small.jpg | https://historicbridges.org/illinois/perubridge/little_perubridge1043.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/perubridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.323850,-89.119720 | ||||||||||
| 3770 | Lacon Bridge | This large bridge has a distinctive appearance because its members do not look as massive as one might expect. The technical description of the main or most noteworthy span of the bridge is a 378 ft (115.21 m) metal continuous rivet-connected Warren through truss, fixed. The bridge was primarily built by Bates and Rogers of Chicago, Illinois. | 41.025860 | -89.417770 | IL-17 (5th Street, Ferry Street) | Illinois River | Lacon and Sparland | Marshall County, Illinois | Illinois | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 0 | Continuous | 3 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 8 | 1939 | 1990 | Bates and Rogers of Chicago, Illinois | 7 | 7 | 378 | 115.21 | 1573.2 | 479.51 | 26.2 | 7.99 | https://historicbridges.org/illinois/laconbridge/little_laconbridge1490_small.jpg | https://historicbridges.org/illinois/laconbridge/little_laconbridge1490.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/laconbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.025860,-89.417770 | ||||||||||
| 3771 | Murray Baker Bridge | With more than five cantilever truss spans, this is a rare bridge, and it was altered by removing a few panels at one end. The technical description of the main or most noteworthy span of the bridge is a 600 ft (182.88 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 40.687980 | -89.583590 | I-74 | Illinois River | Peoria and East Peoria | Peoria County, Illinois and Tazewell County, Illinois | Illinois | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 0 | Cantilever | 5 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 8 | 1958 | 2005 | Unknown | 6 | 6 | 600 | 182.88 | 3036 | 925.37 | 55 | 16.76 | https://historicbridges.org/illinois/murraybakerbridge/little_murraybakerbridge1154_small.jpg | https://historicbridges.org/illinois/murraybakerbridge/little_murraybakerbridge1154.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/murraybakerbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.687980,-89.583590 | ||||||||||
| 3772 | ! | McClugage Bridge | Eastbound Spans | This bridge is noted for its attractive combination of both continuous through and deck truss spans. The technical description of the main or most noteworthy span of the bridge is a 536 ft (163.37 m) metal continuous pony truss stiffening Warren through truss, fixed. The bridge was primarily built by Strobel Steel Construction Company of Chicago, Illinois and American Bridge Company of New York, New York. The bridge was primarily designed by George F. Burch. | 40.720360 | -89.547300 | Eastbound US-24 and US-150 | Illinois River | Peoria and East Peoria | Peoria County, Illinois and Tazewell County, Illinois | Illinois | United States | Metal | Warren | Pony Truss Stiffening | Through | Truss | Fixed | 16 | Continuous | 3 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 10 | Continuous | 25 | 1948 | 2000 | Strobel Steel Construction Company of Chicago, Illinois and American Bridge Company of New York, New York | George F. Burch | 7 | 7 | 536 | 163.37 | 4745.3 | 1446.37 | 29 | 8.84 | https://historicbridges.org/illinois/mcclugagebridge/little_mcclugagebridge1242_small.jpg | https://historicbridges.org/illinois/mcclugagebridge/little_mcclugagebridge1242.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/mcclugagebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.720360,-89.547300 | |||
| 3773 | Cedar Street Bridge | Both structurally and aesthetically unique, this bridge was designed by a famous bridge engineer. The technical description of the main or most noteworthy span of the bridge is a 296 ft (90.22 m) metal cantilever rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Kelly-Atkinson Construction Company of Chicago, Illinois. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. | 40.677550 | -89.600370 | Cedar Street (McArthur Highway, IL-29 and IL-116) | Illinois River | Peoria and East Peoria | Peoria County, Illinois and Tazewell County, Illinois | Illinois | United States | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 14 | Cantilever | 3 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 8 | 31 | 1930 | 2010 | Kelly-Atkinson Construction Company of Chicago, Illinois | Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois | 8 | 8 | 296 | 90.22 | 3750 | 1143 | 49.2 | 15 | https://historicbridges.org/illinois/cedarstreetbridge/little_cedarstreetbridge2167_small.jpg | https://historicbridges.org/illinois/cedarstreetbridge/little_cedarstreetbridge2167.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/cedarstreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.677550,-89.600370 | ||||||
| 3774 | Glen Street Foot Bridge | Island Park Foot Bridge | This was an unaltered Works Progress Administration rigid-frame bridge until it was visually ruined by replacement of its original railings. The technical description of the main or most noteworthy span of the bridge is a concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 42.729640 | -87.805060 | Glen Street (Pedestrian Walkway) | Root River West Channel | Racine | Racine County, Wisconsin | Wisconsin | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1941 | 0 | Unknown | 2 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/wisconsin/racineglenstreetfootbridge/little_racineglenstreetfootbridge0594_small.jpg | https://historicbridges.org/wisconsin/racineglenstreetfootbridge/little_racineglenstreetfootbridge0594.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/racineglenstreetfootbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.729640,-87.805060 | ||||||||||||||||
| 3776 | Mound Cemetery Bridge | This is an attractive and traditionally composed concrete arch bridge complete with balustrade railings. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Zendala Construction Company of Manitowoc, Wisconsin. The bridge was primarily designed by Charles Whitney. | 42.719580 | -87.814720 | Cemetery Drive | Reflecting Pool | Racine | Racine County, Wisconsin | Wisconsin | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1928 | 1990 | Zendala Construction Company of Manitowoc, Wisconsin | Charles Whitney | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/wisconsin/racinemoundcemetery/little_racinemoundcemetery0515_small.jpg | https://historicbridges.org/wisconsin/racinemoundcemetery/little_racinemoundcemetery0515.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/racinemoundcemetery/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.719580,-87.814720 | ||||||||||||||
| 3777 | Babtiste Creek Private Bridge | This unusual lightweight Warren pony truss has some unusual design to it. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: Please be aware that this bridge is on private property. | 42.284410 | -82.407930 | Private Trail | Babtiste Creek | Rural | Chatham-Kent Region, Ontario | Ontario | Canada | Please be aware that this bridge is on private property. | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/truss/babtiste/little_pict5883_small.jpg | https://historicbridges.org/truss/babtiste/little_pict5883.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/babtiste/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.284410,-82.407930 | |||||||||||||
| 3778 | 104th Avenue Bridge | One of several 1960s truss bridges on the Calumet Sag Channel. The technical description of the main or most noteworthy span of the bridge is a 290 ft (88.39 m) metal bolt-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Alfred Benesch and Associates of Chicago, Illinois. | 41.687940 | -87.874920 | 104th Avenue (Willow Springs Road) | Calumet Sag Channel | Palos | Cook County, Illinois | Illinois | United States | Metal | Polygonal Warren | Bolt-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 1964 | 0 | Unknown | Alfred Benesch and Associates of Chicago, Illinois | 4 | 3 | 290 | 88.39 | 406 | 123.75 | 28 | 8.53 | https://historicbridges.org/illinois/104th/little_p1280493_small.jpg | https://historicbridges.org/illinois/104th/little_p1280493.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/104th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.687940,-87.874920 | ||||||||||
| 3779 | Michigan Avenue Bridge | DuSable Bridge | The most famous Chicago bascule bridge, the bridgetender houses are very ornate on this double-deck bridge. The technical description of the main or most noteworthy span of the bridge is a 256 ft (78.03 m) metal rivet-connected Pratt deck truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Great Lakes Dredge and Dock Company of Chicago, Illinois. The bridge was primarily designed by City of Chicago. | 41.888830 | -87.624420 | Michigan Avenue | Chicago River | Chicago | Cook County, Illinois | Illinois | United States | Metal | Pratt | Rivet-Connected | Deck | Truss | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1920 | 2009 | Great Lakes Dredge and Dock Company of Chicago, Illinois | City of Chicago | 8 | 8 | 256 | 78.03 | 400 | 121.92 | 64 | 19.51 | https://historicbridges.org/truss/michiganavenue/little_p1160772_3_4_enhanced 2_small.jpg | https://historicbridges.org/truss/michiganavenue/little_p1160772_3_4_enhanced 2.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/michiganavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.888830,-87.624420 | ||||||||
| 3780 | Southwest Highway Bridge | Compared to other truss bridges in Cook County, this bridge has a relatively simple appearance for a bridge of its age. The technical description of the main or most noteworthy span of the bridge is a 216 ft (65.84 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 41.680350 | -87.811360 | Southwest Highway (IL-7) | Calumet Sag Channel | Palos Hills | Cook County, Illinois | Illinois | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 9 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | Continuous | 4 | 1931 | 2003 | Unknown | 6 | 6 | 216 | 65.84 | 346.5 | 105.61 | 43.6 | 13.29 | https://historicbridges.org/illinois/southwesthighway/little_p1280346_small.jpg | https://historicbridges.org/illinois/southwesthighway/little_p1280346.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/southwesthighway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.680350,-87.811360 | ||||||||||
| 3783 | ! | Henry Bridge | One of a dropping number of surviving landmark size Pennsylvania through truss bridges on the Illinois River. The technical description of the main or most noteworthy span of the bridge is a 364.2 ft (111.01 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. | 41.108520 | -89.352170 | IL-18 (School Street) | Illinois River | Henry | Marshall County, Illinois and Putnam County, Illinois | Illinois | United States | Metal | Pennsylvania | Rivet-Connected | Through | Truss | Fixed | 14 | 1 | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 8 | 13 | 1934 | 1988 | McClintic-Marshall Company of Pittsburgh, Pennsylvania | 7 | 7 | 364.2 | 111.01 | 1719.2 | 524.01 | 22.6 | 6.89 | https://historicbridges.org/illinois/henrybridge/little_henrybridge1676_small.jpg | https://historicbridges.org/illinois/henrybridge/little_henrybridge1676.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/henrybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.108520,-89.352170 | |||||||
| 3786 | Springdale Cemetery Bridge North | This is one of two rare and bizarre Kingpost pony truss bridges in this cemetery. The technical description of the main or most noteworthy span of the bridge is a metal Kingpost pony truss, fixed. The bridge was primarily built by Unknown. | 40.721230 | -89.569630 | Valley Drive | Springdale Creek (Formerly Turkey Creek) | Peoria | Peoria County, Illinois | Illinois | United States | Metal | Kingpost | Pony | Truss | Fixed | 2 | 1 | 0 | 0 | 0 | 0 | Unknown | 8 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/springdalecemeterybridgenorth/little_springdalecemeterybridgenorth0267_small.jpg | https://historicbridges.org/illinois/springdalecemeterybridgenorth/little_springdalecemeterybridgenorth0267.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/springdalecemeterybridgenorth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.721230,-89.569630 | |||||||||||||||
| 3787 | Springdale Cemetery Bridge South | This is one of two rare and bizarre Kingpost pony truss bridges in this cemetery. The technical description of the main or most noteworthy span of the bridge is a metal Kingpost pony truss, fixed. The bridge was primarily built by Unknown. | 40.717410 | -89.569590 | Valley Drive | Springdale Creek (Formerly Turkey Creek) | Peoria | Peoria County, Illinois | Illinois | United States | Metal | Kingpost | Pony | Truss | Fixed | 2 | 1 | 0 | 0 | 0 | 0 | Unknown | 8 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/springdalecemeterybridgesouth/little_springdalecemeterybridgesouth0197_small.jpg | https://historicbridges.org/illinois/springdalecemeterybridgesouth/little_springdalecemeterybridgesouth0197.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/springdalecemeterybridgesouth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.717410,-89.569590 | |||||||||||||||
| 3788 | Bloonier Bridge | CR-1600 East Bridge | A late but good representative example of a concrete through girder. The technical description of the main or most noteworthy span of the bridge is a 51 ft (15.54 m) concrete through girder, fixed. The bridge was primarily built by R. A. Cullinan of Tremont, Illinois. | 40.788540 | -89.234840 | CR-1600 East | West Branch Panther Creek | Rural | Woodford County, Illinois | Illinois | United States | Concrete | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1928 | 0 | R. A. Cullinan of Tremont, Illinois | 5 | 5 | 51 | 15.54 | 53.2 | 16.22 | 19 | 5.79 | https://historicbridges.org/illinois/cr1600/little_cr16002091_small.jpg | https://historicbridges.org/illinois/cr1600/little_cr16002091.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/cr1600/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.788540,-89.234840 | |||||||||||||||
| 3789 | Boy Scout Road Bridge | This skewed truss bridge is a late example of a riveted pony truss. The technical description of the main or most noteworthy span of the bridge is a 81 ft (24.69 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 40.842320 | -89.575290 | Boy Scout Road (Neal Lane, CR-55) | Dickison Run | Rural | Peoria County, Illinois | Illinois | United States | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1952 | 0 | Unknown | 4 | 4 | 81 | 24.69 | 86 | 26.21 | 20.7 | 6.31 | https://historicbridges.org/illinois/neallaneboyscoutroad/little_neallaneboyscoutroad1108_small.jpg | https://historicbridges.org/illinois/neallaneboyscoutroad/little_neallaneboyscoutroad1108.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/neallaneboyscoutroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.842320,-89.575290 | ||||||||||||||
| 3791 | Wayneport Bridge | Bridge E-123 | A lighter weight variation of the Baltimore truss bridge style seen on the Erie Canal in this area. The technical description of the main or most noteworthy span of the bridge is a 182.8 ft (55.72 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Owego Bridge Company of Owego, New York and American Pipe and Construction Company of Philadelphia, Pennsylvania. | 43.075220 | -77.361240 | Wayneport Road | Erie Canal (New York State Barge Canal) | Wayneport | Wayne County, New York | New York | United States | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 12 | 1 | 0 | 0 | 1912 | 1965 | Owego Bridge Company of Owego, New York and American Pipe and Construction Company of Philadelphia, Pennsylvania | 6 | 7 | 182.8 | 55.72 | 185.7 | 56.6 | 14.1 | 4.3 | https://historicbridges.org/newyork/wayneport/little_img_3202_small.jpg | https://historicbridges.org/newyork/wayneport/little_img_3202.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/wayneport/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.075220,-77.361240 | |||||||||||||
| 3792 | Nickelsen Creek Private Bridge 1 | The last original known Indiana Bridge Company patented 3 panel plate leg girder, this bridge also has Canton Bridge Company trusses attached to it! The technical description of the main or most noteworthy span of the bridge is a 32 ft (9.75 m) metal bedstead deck girder, fixed. The bridge was primarily built by Indiana Bridge Company of Muncie, Indiana. Special note about bridge location: This bridge is on a private drive. | 40.893460 | -85.044900 | Private Drive | Nickelsen Creek | Rural | Adams County, Indiana | Indiana | United States | This bridge is on a private drive. | Metal | Bedstead Deck | Girder | Fixed | 0 | 1 | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 3 | 0 | 0 | 0 | Indiana Bridge Company of Muncie, Indiana | 8 | 9 | 32 | 9.75 | 40 | 12.19 | 0 | 0 | https://historicbridges.org/indiana/nickelsencreekbridge1/little_nickelsencreekbridge1_1873_small.jpg | https://historicbridges.org/indiana/nickelsencreekbridge1/little_nickelsencreekbridge1_1873.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/nickelsencreekbridge1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.893460,-85.044900 | |||||||||
| 3794 | CR-2325 Bridge | TR-202 Bridge | The last original known Indiana Bridge Company patented cantilever leg truss. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal cantilever rivet-connected Warren bedstead deck truss, fixed. The bridge was primarily built by Indiana Bridge Company of Muncie, Indiana. | 40.756300 | -89.097130 | CR-2325 (TR-202) | Panther Creek | Rural | Woodford County, Illinois | Illinois | United States | Metal | Warren | Rivet-Connected | Bedstead Deck | Truss | Fixed | 6 | Cantilever | 1 | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | Indiana Bridge Company of Muncie, Indiana | 9 | 9 | 50 | 15.24 | 93 | 28.35 | 12 | 3.66 | https://historicbridges.org/illinois/cr2325/little_cr23252072_small.jpg | https://historicbridges.org/illinois/cr2325/little_cr23252072.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/cr2325/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.756300,-89.097130 | ||||||
| 3795 | ! | Laura Bradley Park Bridge | This is a very unusual truss bridge, with handsome railings, early use of riveted connections, and an arched shape to it. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal rivet-connected Pratt railing height truss, fixed. The bridge was primarily built by Unknown. | 40.709170 | -89.622310 | Park Road | Dry Run Creek | Peoria | Peoria County, Illinois | Illinois | United States | Metal | Pratt | Rivet-Connected | Railing Height | Truss | Fixed | 6 | 1 | 0 | 0 | 1898 | 0 | Unknown | 8 | 8 | 60 | 18.29 | 82 | 24.99 | 14.8 | 4.51 | https://historicbridges.org/illinois/laurabradleyparkbridge/little_laurabradleyparkbridge1396_small.jpg | https://historicbridges.org/illinois/laurabradleyparkbridge/little_laurabradleyparkbridge1396.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/laurabradleyparkbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.709170,-89.622310 | |||||||||||||
| 3796 | Laura Bradley Park Foot Bridge | Japanese Bridge | The traditional concrete arch superstructure of this bridge has been embellished with railings and portal gateways following Japanese architecture. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Frederic J. Klein. | 40.704690 | -89.622940 | Pedestrian Walkway | Dry Run Creek | Peoria | Peoria County, Illinois | Illinois | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1922 | 0 | Unknown | Frederic J. Klein | 4 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/laurabradleyparkfootbridge/little_laurabradleyparkfootbridge1386_small.jpg | https://historicbridges.org/illinois/laurabradleyparkfootbridge/little_laurabradleyparkfootbridge1386.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/laurabradleyparkfootbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.704690,-89.622940 | |||||||||||||
| 3797 | Dan Hartter Bridge | CR-700 North Bridge | This truss bridge is a great example of how a historic highway bridge can find new life relocated to a park for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 40.704710 | -89.274340 | Pedestrian Walkway | Walnut Creek | Eureka | Woodford County, Illinois | Illinois | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1928 | 2001 | Unknown | 6 | 6 | 100 | 30.48 | 103 | 31.39 | 14.8 | 4.51 | https://historicbridges.org/illinois/eureka/little_eureka1761_small.jpg | https://historicbridges.org/illinois/eureka/little_eureka1761.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/eureka/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.704710,-89.274340 | |||||||||||||
| 3799 | Chautauqua Park Swinging Bridge Number 1 | One of two similar suspension foot bridges in this park. The technical description of the main or most noteworthy span of the bridge is a metal wire cable suspension, fixed. The bridge was primarily built by Joliet Bridge and Iron Company of Joliet, Illinois. | 40.876940 | -88.623620 | Pedestrian Walkway | Vermillion River | Pontiac | Livingston County, Illinois | Illinois | United States | Metal | Wire Cable | Suspension | Fixed | 0 | 0 | 0 | 0 | 1898 | 0 | Joliet Bridge and Iron Company of Joliet, Illinois | 7 | 7 | 0 | 0 | 190 | 57.91 | 4 | 1.22 | https://historicbridges.org/illinois/pontiac1/little_pontiac11003_4_5_tonemappede_small.jpg | https://historicbridges.org/illinois/pontiac1/little_pontiac11003_4_5_tonemappede.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/pontiac1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.876940,-88.623620 | ||||||||||||||||
| 3800 | Chautauqua Park Swinging Bridge Number 2 | One of two similar suspension foot bridges in this park. The technical description of the main or most noteworthy span of the bridge is a metal wire cable suspension, fixed. The bridge was primarily built by Joliet Bridge and Iron Company of Joliet, Illinois. | 40.875510 | -88.622800 | Pedestrian Walkway | Vermillion River | Pontiac | Livingston County, Illinois | Illinois | United States | Metal | Wire Cable | Suspension | Fixed | 0 | 0 | 0 | 0 | 1898 | 0 | Joliet Bridge and Iron Company of Joliet, Illinois | 7 | 7 | 0 | 0 | 0 | 0 | 4 | 1.22 | https://historicbridges.org/illinois/pontiac2/little_pontiac20953_4_5_fused_small.jpg | https://historicbridges.org/illinois/pontiac2/little_pontiac20953_4_5_fused.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/pontiac2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.875510,-88.622800 | ||||||||||||||||
| 3801 | Bartonville Railroad Bridge | Chicago North Western Bridge Number 1709 | This attractive lattice truss bridge is noted for its number of spans. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Lattice (Quadruple Warren) through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 40.651190 | -89.645580 | Railroad (Union Pacific) | Sanitation Road and Railroad | Bartonville | Peoria County, Illinois | Illinois | United States | Metal | Lattice (Quadruple Warren) | Rivet-Connected | Through | Truss | Fixed | 12 | 5 | 0 | 0 | 1913 | 0 | King Bridge Company of Cleveland, Ohio | 7 | 8 | 160 | 48.77 | 665 | 202.69 | 0 | 0 | https://historicbridges.org/illinois/bartonvillerailroadbridge/little_bartonvillerailroadbridge2206_small.jpg | https://historicbridges.org/illinois/bartonvillerailroadbridge/little_bartonvillerailroadbridge2206.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/bartonvillerailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.651190,-89.645580 | |||||||||||||
| 3804 | Johnson City Railroad Bridge | One of the longest examples of this uncommon and striking truss configuration. The technical description of the main or most noteworthy span of the bridge is a 164 ft (49.99 m) metal rivet-connected Lattice (Quadruple Warren) through truss, fixed. The bridge was primarily built by Unknown. | 42.110130 | -75.977080 | Railroad (Norfolk Southern) | Susquehanna River | Johnson City and Vestal | Broome County, New York | New York | United States | Metal | Lattice (Quadruple Warren) | Rivet-Connected | Through | Truss | Fixed | 9 | 6 | 0 | 0 | 0 | 0 | Unknown | 8 | 8 | 164 | 49.99 | 985 | 300.23 | 0 | 0 | https://historicbridges.org/newyork/johnsoncity/bkg_newyork558_small.jpg | https://historicbridges.org/newyork/johnsoncity/newyork1623.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/johnsoncity/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.110130,-75.977080 | ||||||||||||||
| 3806 | Indiana Harbor Canal Norfolk Southern Railroad Bridge | This bridge remains in heavy use by trains and is one of a unique group of bascule bridges on this canal. The technical description of the main or most noteworthy span of the bridge is a 86 ft (26.21 m) metal rivet-connected Warren through truss, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Unknown. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. | 41.660080 | -87.452290 | Railroad (Norfolk Southern and Amtrak) | Indiana Harbor and Ship Canal (East Chicago Canal) | East Chicago | Lake County, Indiana | Indiana | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Single Leaf Bascule | Rolling Lift | 4 | 1 | 0 | 0 | 1909 | 0 | Unknown | Scherzer Rolling Lift Bridge Company of Chicago, Illinois | 7 | 7 | 86 | 26.21 | 0 | 0 | 0 | 0 | https://historicbridges.org/indiana/indianaharborns/little_p2170033_small.jpg | https://historicbridges.org/indiana/indianaharborns/little_p2170033.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/indianaharborns/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.660080,-87.452290 | ||||||||||||
| 3808 | Glasgow Railroad Bridge | An impressive bridge that sits on the location of the first all-steel railroad bridge in the world. The technical description of the main or most noteworthy span of the bridge is a 345 ft (105.16 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Lassig Bridge and Iron Works of Chicago, Illinois. | 39.222690 | -92.850520 | Railroad (Gateway Western Railroad) | Missouri River | Glasgow | Howard County, Missouri and Saline County, Missouri | Missouri | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 12 | 4 | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 0 | 0 | 1900 | 0 | Lassig Bridge and Iron Works of Chicago, Illinois | 8 | 8 | 345 | 105.16 | 2434 | 741.88 | 0 | 0 | https://historicbridges.org/missouri/glasgowrr/little_p2060091_small.jpg | https://historicbridges.org/missouri/glasgowrr/little_p2060091.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/glasgowrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.222690,-92.850520 | ||||||||
| 3810 | Ten Acre Bridge | A truly amazing structure to view, this bridge has a narrow width, but is quite tall and long. The technical description of the main or most noteworthy span of the bridge is a 354 ft (107.9 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Unknown. | 40.345020 | -78.936250 | Railroad (Conemaugh and Black Lick Railroad) | Conemaugh River | Johnstown | Cambria County, Pennsylvania | Pennsylvania | United States | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 12 | 1 | 0 | 0 | 1901 | 0 | Unknown | 8 | 8 | 354 | 107.9 | 354 | 107.9 | 0 | 0 | https://historicbridges.org/pennsylvania/johnstownrr/bkg_swpenn0798_small.jpg | https://historicbridges.org/pennsylvania/johnstownrr/swpenn071463.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/johnstownrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.345020,-78.936250 | ||||||||||||||
| 3811 | London North Branch Railway Bridge | Multiple spans, multiple configurations, and one skewed span, make this a bridge both large and fun to explore. The technical description of the main or most noteworthy span of the bridge is a 157 ft (47.85 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 42.993590 | -81.260350 | Railroad (Canadian Pacific) | North Branch Thames River and Oxford Street | London | Middlesex County, Ontario | Ontario | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 12 | 0 | 0 | 0 | Unknown | 7 | 8 | 157 | 47.85 | 753 | 229.51 | 0 | 0 | https://historicbridges.org/truss/londonnb/little_pict6865_small.jpg | https://historicbridges.org/truss/londonnb/little_pict6865.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/londonnb/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.993590,-81.260350 | ||||||||
| 3813 | ! | Bellaire Bridge | Interstate Bridge | One of the greatest and oldest cantilever bridges on the Ohio is about to be demolished, a serious crime against history. The technical description of the main or most noteworthy span of the bridge is a 700 ft (213.36 m) metal cantilever rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Mount Vernon Bridge Company of Mount Vernon, Ohio. The bridge was primarily designed by John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois). | 40.015160 | -80.738950 | 8th Street | Ohio River | Bellaire and Benwood | Belmont County, Ohio and Marshall County, West Virginia | Ohio and West Virginia | United States | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 0 | Cantilever | 3 | Metal | Deck | Girder | Fixed | 0 | 0 | 1926 | 0 | Mount Vernon Bridge Company of Mount Vernon, Ohio | John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois) | 9 | 9 | 700 | 213.36 | 2100 | 640.08 | 0 | 0 | https://historicbridges.org/ohio/bellaire/bkg_bellaire23_small.jpg | https://historicbridges.org/ohio/bellaire/bellaire32.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/bellaire/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.015160,-80.738950 | ||||||
| 3814 | Cuyahoga Viaduct | This high-level bridge has an extensive approach system, and a massive main span that is three truss webs wide. The technical description of the main or most noteworthy span of the bridge is a 270 ft (82.3 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by John Gill and Sons of Cleveland, Ohio. | 41.488260 | -81.701310 | Railroad (RTA Rapid Transit) | Cuyahoga River | Cleveland | Cuyahoga County, Ohio | Ohio | United States | Metal | Pennsylvania | Rivet-Connected | Through | Truss | Fixed | 12 | 1 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 6 | 0 | 1929 | 0 | John Gill and Sons of Cleveland, Ohio | 7 | 7 | 270 | 82.3 | 3450 | 1051.56 | 0 | 0 | https://historicbridges.org/ohio/rtarapid/bkg_cleveland454_small.jpg | https://historicbridges.org/ohio/rtarapid/cleveland1058.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/rtarapid/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.488260,-81.701310 | ||||||||
| 3816 | Lehigh Canal Railroad Bridge | This highly unusual bridge has four truss lines that are not equally spaced apart, and the bridge is also skewed. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 40.658720 | -75.482470 | Railroad (Norfolk Southern) | Lehigh Canal | North Catasauqua | Northampton County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | American Bridge Company of New York, New York | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/lehighcanal/little_dscf9307_small.jpg | https://historicbridges.org/pennsylvania/lehighcanal/little_dscf9307.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/lehighcanal/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.658720,-75.482470 | ||||||||||||||
| 3817 | French King Bridge | This is an outstanding, award-winning example of a steel deck arch bridge that compliments a very scenic area. The technical description of the main or most noteworthy span of the bridge is a 460 ft (140.21 m) metal continuous hingeless Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Massachusetts Department of Public Works. | 42.597750 | -72.496790 | MA-2 (Mohawk Trail) | Connecticut River and River Road | Rural | Franklin County, Massachusetts | Massachusetts | United States | Metal | Solid Ribbed Spandrel Braced | Hingeless | Deck | Arch | Fixed | 0 | Continuous | 3 | 0 | 0 | 1931 | 1992 | McClintic-Marshall Company of Pittsburgh, Pennsylvania | Massachusetts Department of Public Works | 8 | 8 | 460 | 140.21 | 786 | 239.57 | 40 | 12.19 | https://historicbridges.org/massachusetts/frenchkingbridge/little_frenchkingbridge008979_small.jpg | https://historicbridges.org/massachusetts/frenchkingbridge/little_frenchkingbridge008979.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/frenchkingbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.597750,-72.496790 | ||||||||||||
| 3822 | 130th Street Railroad Bridge | An example of late railroad truss bridge construction. The technical description of the main or most noteworthy span of the bridge is a 273.6 ft (83.39 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. | 41.658070 | -87.572410 | Railroad (NICTD South Shore Line) | Calumet River | Chicago | Cook County, Illinois | Illinois | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Deck | Girder | Fixed | 0 | 2 | 0 | 0 | Unknown | 5 | 5 | 273.6 | 83.39 | 431.7 | 131.58 | 0 | 0 | https://historicbridges.org/illinois/130rr/little_p1260683_small.jpg | https://historicbridges.org/illinois/130rr/little_p1260683.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/130rr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.658070,-87.572410 | ||||||||||
| 3823 | General Pierce Bridge | This bridge is noted for its striking skew and unusual portal bracing. The technical description of the main or most noteworthy span of the bridge is a 398 ft (121.31 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by Unknown. | 42.580410 | -72.579670 | Montague City Road | Connecticut River | Greenfield | Franklin County, Massachusetts | Massachusetts | United States | Metal | Pennsylvania | Rivet-Connected | Through | Truss | Fixed | 18 | 1 | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 12 | 3 | 1947 | 0 | Unknown | 6 | 6 | 398 | 121.31 | 753 | 229.51 | 26 | 7.92 | https://historicbridges.org/massachusetts/montaguecityroadbridge/little_montaguecityroadbridge009398_small.jpg | https://historicbridges.org/massachusetts/montaguecityroadbridge/little_montaguecityroadbridge009398.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/montaguecityroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.580410,-72.579670 | ||||||||
| 3825 | Northfield Railroad Bridge | This complicated bridge has a variety of designs and construction dates. The technical description of the main or most noteworthy span of the bridge is a 158.5 ft (48.31 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 42.706240 | -72.459100 | Railroad (New England Central and Amtrak) | Connecticut River and Caldwell Road | Northfield | Franklin County, Massachusetts | Massachusetts | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 7 | 3 | Metal | Pratt | Pin-Connected | Deck | Truss | Fixed | 0 | 2 | 1904 | 0 | American Bridge Company of New York, New York | 6 | 6 | 158.5 | 48.31 | 705.7 | 215.1 | 0 | 0 | https://historicbridges.org/massachusetts/northfieldrr/little_northfieldrr008528_small.jpg | https://historicbridges.org/massachusetts/northfieldrr/little_schellbridge008764.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/northfieldrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.706240,-72.459100 | ||||||||
| 3826 | Caldwell Road Railroad Overpass | This little stone arch overpass is hidden away on a rural road. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 42.702490 | -72.473320 | Railroad (Boston and Maine) | Caldwell Road | Rural | Franklin County, Massachusetts | Massachusetts | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/massachusetts/caldwellroad/little_caldwellroad008516_7_8_tonemappeds_small.jpg | https://historicbridges.org/massachusetts/caldwellroad/little_caldwellroad008516_7_8_tonemappeds.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/caldwellroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.702490,-72.473320 | |||||||||||||||
| 3829 | Power Canal Bridge | This weird two span bridge has spans that slope down to the pier and also has one end post that has two angles to it. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 42.610550 | -72.555030 | Pedestrian Walkway | Power Canal | Turners Falls | Franklin County, Massachusetts | Massachusetts | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 2 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/massachusetts/powercanal/little_powercanalbridge009340_small.jpg | https://historicbridges.org/massachusetts/powercanal/little_powercanalbridge009340.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/powercanal/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.610550,-72.555030 | ||||||||||||||
| 3831 | Western Avenue Railroad Overpass | A beautiful example of art deco design in a railroad overpass. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 41.836640 | -87.684970 | Railroad (Atchison, Topeka and Santa Fe Railway) | Western Avenue | Chicago | Cook County, Illinois | Illinois | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 0 | 0 | 0 | 0 | Unknown | 5 | 6 | 0 | 0 | 233.3 | 71.11 | 0 | 0 | https://historicbridges.org/illinois/westernoverpass/little_p1460582_small.jpg | https://historicbridges.org/illinois/westernoverpass/little_p1460582.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/westernoverpass/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.836640,-87.684970 | |||||||||||||||||
| 3832 | Southwest Highway Railroad Bridge | This mid-20th Century truss bridge appears to be newer than the highway truss bridge it is next to. The technical description of the main or most noteworthy span of the bridge is a 280 ft (85.34 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. | 41.680030 | -87.809260 | Railroad (Norfolk Southern and Metra SouthWest Service) | Little Calumet River | Palos Hills | Cook County, Illinois | Illinois | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | Unknown | 4 | 3 | 280 | 85.34 | 532.5 | 162.31 | 0 | 0 | https://historicbridges.org/illinois/southwesthighwayrr/little_p1280335_small.jpg | https://historicbridges.org/illinois/southwesthighwayrr/little_p1280335.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/southwesthighwayrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.680030,-87.809260 | ||||||||||
| 3833 | Penn Central Railroad Bridge | This railroad bridge had a rather unattractive pedestrian walkway added to it. The technical description of the main or most noteworthy span of the bridge is a 272 ft (82.91 m) metal bolt-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. | 41.657670 | -87.631150 | Railroad (Penn Central) and Major Taylor Trail | Little Calumet River | Chicago | Cook County, Illinois | Illinois | United States | Metal | Polygonal Warren | Bolt-Connected | Through | Truss | Fixed | 10 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 0 | 0 | 0 | Unknown | 4 | 3 | 272 | 82.91 | 337 | 102.72 | 0 | 0 | https://historicbridges.org/illinois/littlecalumetrr1/little_p1260394_small.jpg | https://historicbridges.org/illinois/littlecalumetrr1/little_p1260394.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/littlecalumetrr1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.657670,-87.631150 | |||||||||||
| 3834 | Northbrook Railroad Bridge | CChicago and North Western Railroad Bridge Number 864 | A beautiful lattice truss is an important part of the vast Cook County historic bridge collection . The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Lattice (Quadruple Warren) through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 42.111560 | -87.821550 | Railroad (Union Pacific) | Railroad (Metra Milwaukee District North and Canadian Pacific) | Northbrook | Cook County, Illinois | Illinois | United States | Metal | Lattice (Quadruple Warren) | Rivet-Connected | Through | Truss | Fixed | 11 | 1 | 0 | 0 | 1912 | 0 | American Bridge Company of New York, New York | 8 | 8 | 140 | 42.67 | 140 | 42.67 | 0 | 0 | https://historicbridges.org/illinois/northbrook/little_lattice_small.jpg | https://historicbridges.org/illinois/northbrook/little_lattice.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/northbrook/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.111560,-87.821550 | |||||||||||||
| 3835 | Indiana Harbor Belt Sanitary and Ship Canal Bridge | This bridge sticks out as unlike the other truss bridges in this area. The technical description of the main or most noteworthy span of the bridge is a 175.5 ft (53.49 m) metal rivet-connected Camelback through truss, fixed. The bridge was primarily built by Unknown. | 41.782960 | -87.825970 | Railroad (Indiana Harbor Belt Railroad) | Chicago Sanitary and Ship Canal | Summit | Cook County, Illinois | Illinois | United States | Metal | Camelback | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 3 | 0 | 0 | Unknown | 4 | 4 | 175.5 | 53.49 | 340 | 103.63 | 0 | 0 | https://historicbridges.org/illinois/sanitaryrr/little_33793_13_small.jpg | https://historicbridges.org/illinois/sanitaryrr/little_33793_13.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/sanitaryrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.782960,-87.825970 | ||||||||||||||
| 3836 | Illinois Central Little Calumet River Railroad Bridges | Hidden inside the approach spans of this group of parallel truss bridges are bascule spans from an older era of this waterway. The technical description of the main or most noteworthy span of the bridge is a 310 ft (94.49 m) metal bolt-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Strobel Steel Construction Company of Chicago, Illinois and American Bridge Company of New York, New York. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. | 41.651060 | -87.620750 | Railroad (Illinois Central) | Little Calumet River | Riverdale | Cook County, Illinois | Illinois | United States | Metal | Polygonal Warren | Bolt-Connected | Through | Truss | Fixed | 10 | 1 | Metal | Deck | Girder | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 0 | 1925 | 0 | Strobel Steel Construction Company of Chicago, Illinois and American Bridge Company of New York, New York | Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois | 7 | 8 | 310 | 94.49 | 590 | 179.83 | 0 | 0 | https://historicbridges.org/illinois/littlecalumetrr4/little_p1260129_small.jpg | https://historicbridges.org/illinois/littlecalumetrr4/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/littlecalumetrr4/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.651060,-87.620750 | ||||||||
| 3838 | Des Plaines River Soo Line Railroad Bridge | For a double-track railroad bridge, this bridge has somewhat lightweight trusses. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 41.904030 | -87.831960 | Railroad (Canadian National) | Des Plaines River | Maywood | Cook County, Illinois | Illinois | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 140 | 42.67 | 140 | 42.67 | 0 | 0 | https://historicbridges.org/illinois/soodesplaines/little_img_1562_small.jpg | https://historicbridges.org/illinois/soodesplaines/little_img_1562.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/soodesplaines/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.904030,-87.831960 | ||||||||||||||
| 3840 | Congress Parkway "L" Overpass | Ida B. Wells Drive "L" Overpass | Although much of the Chicago L could be thought of as one large bridge, this span stands out as different, independent, and noteworthy. The technical description of the main or most noteworthy span of the bridge is a 66.3 ft (20.21 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 41.875710 | -87.626020 | Railroad (Chicago Transit Authority "L" Orange Line) | Congress Parkway (Ida B. Wells Drive) | Chicago | Cook County, Illinois | Illinois | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 10 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 5 | 66.3 | 20.21 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/congressl/little_p1150803_small.jpg | https://historicbridges.org/illinois/congressl/little_p1150803.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/congressl/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.875710,-87.626020 | |||||||||||||
| 3844 | Evanston-Wilmette Railroad Bridge | A tradtional, fixed truss bridge perhaps stands out in Cook County for those reasons. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. The bridge was primarily designed by Carlton R. Dart. | 42.065560 | -87.686580 | Railroad (Chicago Transit Authority "L" Purple Line) | North Shore Channel | Evanston | Cook County, Illinois | Illinois | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1909 | 0 | Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin | Carlton R. Dart | 5 | 5 | 175 | 53.34 | 425 | 129.54 | 0 | 0 | https://historicbridges.org/illinois/evanstonrr/little_dscf2700_small.jpg | https://historicbridges.org/illinois/evanstonrr/little_dscf2700.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/evanstonrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.065560,-87.686580 | |||||||||||||
| 3846 | Steubenville Railroad Bridge | A massive and impressive continuous truss bridge. The technical description of the main or most noteworthy span of the bridge is a 571 ft (174.04 m) metal continuous rivet-connected Baltimore through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 40.376110 | -80.608530 | Railroad (Norfolk Southern) | Ohio River | Steubenville and Weirton | Jefferson County, Ohio and Brooke County, West Virginia | West Virginia | United States | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 0 | Continuous | 3 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 6 | 0 | 1926 | 0 | American Bridge Company of New York, New York | 8 | 8 | 571 | 174.04 | 2011 | 612.95 | 0 | 0 | https://historicbridges.org/ohio/steubenvillerr2/little_dscf8593_small.jpg | https://historicbridges.org/ohio/steubenvillerr2/little_dscf8593.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/steubenvillerr2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.376110,-80.608530 | |||||||
| 3847 | Bishop Road Bridge | This bridge represents the last chapter in the history of the prolific Wrought Iron Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 132 ft (40.23 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 40.159000 | -76.976780 | Bishop Road (TR-612) | Yellow Breeches Creek | Rural | Cumberland County, Pennsylvania and York County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1898 | 0 | Wrought Iron Bridge Company of Canton, Ohio | 7 | 7 | 132 | 40.23 | 134 | 40.84 | 14.8 | 4.51 | https://historicbridges.org/pennsylvania/bishoproad/little_bishoproad012828_small.jpg | https://historicbridges.org/pennsylvania/bishoproad/little_bishoproad012828.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bishoproad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.159000,-76.976780 | ||||||||||||||
| 3848 | Hull Drive Bridge | This bridge is a rare surviving example of a combination through and pony truss bridge in Pennsylvania. The technical description of the main or most noteworthy span of the bridge is a 151 ft (46.02 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 40.011970 | -76.977530 | Hull Drive (PA-7230) | Bermudian Creek | Rural | York County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 4 | 1 | 1896 | 0 | Wrought Iron Bridge Company of Canton, Ohio | 7 | 8 | 151 | 46.02 | 223 | 67.97 | 12 | 3.66 | https://historicbridges.org/pennsylvania/hulldrive/little_hulldrive012913_small.jpg | https://historicbridges.org/pennsylvania/hulldrive/little_hulldrive012913.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/hulldrive/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.011970,-76.977530 | ||||||||
| 3850 | Sheepford Road Bridge | Old Forge Bridge | One of two rare Phoenix column bridges on this creek, this one is particularly noted for its cast iron portal bracing knees. The technical description of the main or most noteworthy span of the bridge is a 112 ft (34.14 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents. | 40.184890 | -76.911900 | Sheepford Road (TR-968) | Yellow Breeches Creek | Lower Allen Township | Cumberland County, Pennsylvania and York County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1887 | 1975 | Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents | 9 | 9 | 112 | 34.14 | 114 | 34.75 | 13 | 3.96 | https://historicbridges.org/pennsylvania/sheepfordroad/little_sheepfordroad012753_small.jpg | https://historicbridges.org/pennsylvania/sheepfordroad/little_sheepfordroad012753.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/sheepfordroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.184890,-76.911900 | |||||||||||||
| 3851 | Farley Bridge | A beautiful, rare example of a classic Dean and Westbrook Phoenix Column truss bridge. The technical description of the main or most noteworthy span of the bridge is a 123 ft (37.49 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents. | 42.597740 | -72.437810 | Farley Road | Millers River | Farley | Franklin County, Massachusetts | Massachusetts | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1889 | 0 | Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents | 9 | 9 | 123 | 37.49 | 127 | 38.71 | 13.8 | 4.21 | https://historicbridges.org/massachusetts/farley/little_pict8264_small.jpg | https://historicbridges.org/massachusetts/farley/little_pict8264.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/farley/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.597740,-72.437810 | ||||||||||||||
| 3852 | Hamden Road Bridge | The only multi-span Phoenix column pony truss in the entire state. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents. | 40.596550 | -74.898080 | Hamden Road (River Road) | South Branch Raritan River | Sunnyside | Hunterdon County, New Jersey | New Jersey | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 2 | 0 | 0 | 1885 | 1993 | Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents | 9 | 8 | 80 | 24.38 | 162 | 49.38 | 14.8 | 4.51 | https://historicbridges.org/newjersey/hamden_river/little_pict5076_small.jpg | https://historicbridges.org/newjersey/hamden_river/little_pict5076.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/hamden_river/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.596550,-74.898080 | ||||||||||||||
| 3853 | Lansdowne Bridge | A rare and historically intact example of a skewed Phoenix column truss bridge. The technical description of the main or most noteworthy span of the bridge is a 88 ft (26.82 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents. | 40.607760 | -74.915840 | Lower Landsdown Road | Capoolong Creek | Lansdowne | Hunterdon County, New Jersey | New Jersey | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 1885 | 1982 | Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents | 9 | 9 | 88 | 26.82 | 94.2 | 28.71 | 15.7 | 4.79 | https://historicbridges.org/newjersey/lowerlandsdown/little_pict4991_small.jpg | https://historicbridges.org/newjersey/lowerlandsdown/little_img_1557.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/lowerlandsdown/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.607760,-74.915840 | ||||||||||||||
| 3854 | Sandy Hook Bridge | A rare, classic example of a bridge fabricated by the Phoenix Bridge Company and erected by Dean and Westbrook. The technical description of the main or most noteworthy span of the bridge is a 189 ft (57.61 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents. | 41.422550 | -73.282090 | Dayton Street | Pootatuck River | Sandy Hook | Fairfield County, Connecticut | Connecticut | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1890 | 0 | Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents | 9 | 9 | 189 | 57.61 | 189 | 57.61 | 0 | 0 | https://historicbridges.org/connecticut/sandyhook/little_pict7831_small.jpg | https://historicbridges.org/connecticut/sandyhook/little_pict7831.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/sandyhook/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.422550,-73.282090 | ||||||||||||||
| 3855 | Walnut Street Bridge | The longest known Phoenix column bridge remaining today! The technical description of the main or most noteworthy span of the bridge is a 240 ft (73.15 m) metal pin-connected Baltimore through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents. The bridge was primarily designed by Albert Lucius of New York, New York. | 40.256150 | -76.887430 | Walnut Street | Susquehanna River | Harrisburg | Cumberland County, Pennsylvania and Dauphin County, Pennsylvania | Pennsylvania | United States | Metal | Baltimore | Pin-Connected | Through | Truss | Fixed | 10 | 15 | 0 | 0 | 1890 | 1996 | Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents | Albert Lucius of New York, New York | 9 | 10 | 240 | 73.15 | 2820 | 859.54 | 18 | 5.49 | https://historicbridges.org/pennsylvania/walnut/little_pict4424_small.jpg | https://historicbridges.org/pennsylvania/walnut/little_pict4405.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/walnut/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.256150,-76.887430 | |||||||||||||
| 3857 | Walp Road Bridge | A rare example of a pony truss that utilizes the beautiful and unique Phoenix column in its trusses, one of several such bridges in this county. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents. | 41.016610 | -76.052210 | Walp Road (TR-342) | Nescopeck Creek | Rural | Luzerne County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1889 | 2004 | Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents | 9 | 9 | 60 | 18.29 | 62 | 18.9 | 16 | 4.88 | https://historicbridges.org/pennsylvania/walp/little_walproadbridgeadd_6466_7_8vib_small.jpg | https://historicbridges.org/pennsylvania/walp/little_walproadbridgeadd_6466_7_8vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/walp/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.016610,-76.052210 | ||||||||||||||
| 3858 | Stillwater Lift Bridge | This bridge is both noteworthy as a long multi-span truss bidge, and as a good example of a lift bridge. The technical description of the main or most noteworthy span of the bridge is a 143.7 ft (43.8 m) metal rivet-connected Parker through truss, movable: vertical lift, Span Drive. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Ash, Howard, Needles, and Tammen of New York, New York. | 45.056700 | -92.802300 | MN-36 and WI-64 | St. Croix River | Stillwater and Houlton | Washington County, Minnesota and St. Croix County, Wisconsin | Minnesota and Wisconsin | United States | Metal | Parker | Rivet-Connected | Through | Truss | Movable: Vertical Lift | Span Drive | 7 | 1 | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 7 | 8 | 1930 | 0 | American Bridge Company of New York, New York | Ash, Howard, Needles, and Tammen of New York, New York | 8 | 8 | 143.7 | 43.8 | 1070 | 326.14 | 23 | 7.01 | https://historicbridges.org/minnesota/stillwaterlift/little_stillwaterlift5302_small.jpg | https://historicbridges.org/minnesota/stillwaterlift/little_stillwaterlift5302.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/stillwaterlift/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.056700,-92.802300 | ||||||
| 3863 | La Crosse Bridge | Westbound Spans, Cass Street Bridge | This bridge is a rare but outstanding example of a cantilever truss that was preserved by building a new bridge to form a one-way couplet. The technical description of the main or most noteworthy span of the bridge is a 475 ft (144.78 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by Klug and Smith Company of Milwaukee, Wisconsin and Minneapolis Bridge Company of Minneapolis, Minnesota. The bridge was primarily designed by Wisconsin State Highway Commission. | 43.809180 | -91.259390 | Cass Street (Westbound US-16 and US-14) | Mississippi River and Various Streets | La Crosse | La Crosse County, Wisconsin | Wisconsin | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 17 | Cantilever | 3 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 8 | 6 | 1940 | 1983 | Klug and Smith Company of Milwaukee, Wisconsin and Minneapolis Bridge Company of Minneapolis, Minnesota | Wisconsin State Highway Commission | 8 | 8 | 475 | 144.78 | 2532.3 | 771.85 | 30 | 9.14 | https://historicbridges.org/wisconsin/lacrosse/little_lacrosse1247_small.jpg | https://historicbridges.org/wisconsin/lacrosse/little_lacrosse1247.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/lacrosse/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.809180,-91.259390 | |||||
| 3868 | Bridge Street Bridge | This awe-inspiring bridge is an unusual, small continuous truss and is very photogenic. The technical description of the main or most noteworthy span of the bridge is a 222.8 ft (67.91 m) metal continuous rivet-connected Warren through truss, fixed. The bridge was primarily built by H. E. Bunce. The bridge was primarily designed by Ash, Howard, Needles, and Tammen of New York, New York. | 42.147700 | -77.060770 | Bridge Street | Chemung River | Corning | Steuben County, New York | New York | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 10 | Continuous | 3 | 0 | 0 | 1937 | 1999 | H. E. Bunce | Ash, Howard, Needles, and Tammen of New York, New York | 7 | 9 | 222.8 | 67.91 | 586 | 178.61 | 37 | 11.28 | https://historicbridges.org/newyork/corning/little_img_5549_small.jpg | https://historicbridges.org/newyork/corning/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/corning/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.147700,-77.060770 | ||||||||||||
| 3869 | Burlington Skyway Bridge | Burlington Bay James N. Allan Skyway Bridge | This landmark bridge is an extremely rare surviving example of its type in Canada. The technical description of the main or most noteworthy span of the bridge is a 495 ft (150.88 m) metal continuous (arch and suspended deck) rivet-connected through truss, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario (Bridge and Tank Company of Canada). The bridge was primarily designed by Philip Louis Pratley. | 43.298330 | -79.797010 | Queen Elizabeth Way (QEW) | Burlington Canal | Burlington and Hamilton | Halton Region, Ontario and Hamilton City, Ontario | Ontario | Canada | Metal | Rivet-Connected | Through | Truss | Fixed | 0 | Continuous (Arch and Suspended Deck) | 3 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 0 | 0 | 1958 | 1988 | Hamilton Bridge Company of Hamilton, Ontario (Bridge and Tank Company of Canada) | Philip Louis Pratley | 7 | 7 | 495 | 150.88 | 8400 | 2560.32 | 98 | 29.87 | https://historicbridges.org/ontario/burlingtonskyway/little_burlingtonskyway0265_small.jpg | https://historicbridges.org/ontario/burlingtonskyway/little_burlingtonskyway0265.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/burlingtonskyway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.298330,-79.797010 | ||||||
| 3870 | Belle Vernon Bridge | Speers - Belle Vernon Bridge | This graceful looking bridge is a rare example of its kind and a major pre-interstate structure now a part of I-70. The technical description of the main or most noteworthy span of the bridge is a 450 ft (137.16 m) metal continuous (arch and suspended deck) rivet-connected Warren through truss, fixed. The bridge was primarily built by Fort Pitt Bridge Works of Pittsburgh, Pennsylvania. | 40.126850 | -79.878030 | I-70 | Monongahela River, Railroads, and Roads | Speers and Belle Vernon | Fayette County, Pennsylvania and Washington County, Pennsylvania and Westmoreland County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 12 | Continuous (Arch and Suspended Deck) | 3 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 8 | Continuous | 9 | 1951 | 1993 | Fort Pitt Bridge Works of Pittsburgh, Pennsylvania | 8 | 6 | 450 | 137.16 | 2066 | 629.72 | 75 | 22.86 | https://historicbridges.org/pennsylvania/speers/little_dscf8912_small.jpg | https://historicbridges.org/pennsylvania/speers/little_dscf8912.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/speers/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.126850,-79.878030 | |||||
| 3871 | Jefferson Street Viaduct | A rare multi-span Warren deck continuous truss bridge is a landmark for Ottumwa. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal continuous rivet-connected Warren deck truss, fixed. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. | 41.013230 | -92.412140 | Jefferson Street | Des Moines River | Ottumwa | Wapello County, Iowa | Iowa | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 12 | Continuous | 9 | Metal | Deck | Girder | Fixed | 0 | 8 | 1936 | 1984 | Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin | 7 | 8 | 150 | 45.72 | 2120.5 | 646.33 | 33.1 | 10.09 | https://historicbridges.org/iowa/ottumwa/little_dscf6054_small.jpg | https://historicbridges.org/iowa/ottumwa/little_dscf6054.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/ottumwa/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.013230,-92.412140 | |||||||||
| 3875 | Turners Falls - Gill Bridge | Gill - Montague Bridge | This is a stunning bridge with art deco style detailing evident in its aesthetic treatment. The technical description of the main or most noteworthy span of the bridge is a 450.2 ft (137.22 m) metal continuous rivet-connected Warren deck truss, fixed. The bridge was primarily built by Daniel O'Connells Sons of Holyoke, Massachusetts. | 42.611400 | -72.551980 | Main Road (Avenue A) | Connecticut River | Turners Falls and Riverside | Franklin County, Massachusetts | Massachusetts | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 0 | Continuous | 3 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 1938 | 2013 | Daniel O'Connells Sons of Holyoke, Massachusetts | 7 | 8 | 450.2 | 137.22 | 1733 | 528.22 | 27.6 | 8.41 | https://historicbridges.org/massachusetts/gillmontague/little_pict8309_small.jpg | https://historicbridges.org/massachusetts/gillmontague/little_img_2564.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/gillmontague/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.611400,-72.551980 | |||||||||
| 3876 | Greenlane Farms Bridge | One of two rare Phoenix column bridges on this creek, this one is particularly noted for its lack of alteration. The technical description of the main or most noteworthy span of the bridge is a 131 ft (39.93 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents. | 40.224510 | -76.898030 | Greenland Drive | Yellow Breeches Creek | Rural | Cumberland County, Pennsylvania and York County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1889 | 0 | Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents | 9 | 9 | 131 | 39.93 | 133 | 40.54 | 13 | 3.96 | https://historicbridges.org/pennsylvania/greenlanefarms/little_greenlanefarms012651_small.jpg | https://historicbridges.org/pennsylvania/greenlanefarms/little_greenlanefarms012651.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/greenlanefarms/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.224510,-76.898030 | ||||||||||||||
| 3878 | Craighead Bridge | This is only the latest Pittsburgh Bridge Company bridge to be demolished by the very state its builder called home. The technical description of the main or most noteworthy span of the bridge is a 132 ft (40.23 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Pittsburgh Bridge Company of Pittsburgh, Pennsylvania, Nelson and Buchanan of Chambersburg, Pennsylvania Agents. | 40.146800 | -77.172630 | Zion Road (TR-520) | Yellow Breeches Creek | Rural | Cumberland County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1899 | 0 | Pittsburgh Bridge Company of Pittsburgh, Pennsylvania, Nelson and Buchanan of Chambersburg, Pennsylvania Agents | 7 | 7 | 132 | 40.23 | 134 | 40.84 | 13.5 | 4.11 | https://historicbridges.org/pennsylvania/craigheadbridge/little_craigheadbridge013096_small.jpg | https://historicbridges.org/pennsylvania/craigheadbridge/little_craigheadbridge013096.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/craigheadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.146800,-77.172630 | ||||||||||||||
| 3879 | Bloor Street Humber River Bridge | Although trees make it hard to see the whole bridge, this is a fairly long multi-span example of a steel deck arch bridge. The technical description of the main or most noteworthy span of the bridge is a 146 ft (44.5 m) metal three-hinged Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily built by Unknown. | 43.648450 | -79.491960 | Bloor Street | Humber River | Toronto | Toronto City, Ontario | Ontario | Canada | Metal | Solid Ribbed Spandrel Braced | Three-Hinged | Deck | Arch | Fixed | 10 | 6 | 0 | 0 | 1923 | 2010 | Unknown | 6 | 6 | 146 | 44.5 | 748 | 227.99 | 0 | 0 | https://historicbridges.org/ontario/bloorstreethumberriver/little_bloorstreethumberriver0597_8_9_fused_small.jpg | https://historicbridges.org/ontario/bloorstreethumberriver/little_bloorstreethumberriver0597_8_9_fused.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/bloorstreethumberriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.648450,-79.491960 | ||||||||||||||
| 3880 | Centre Island Bridge | Avenue of the Islands Bridge | A centerpiece of an island park, despite alteration, this is a highly significant example of a very unusual bridge design. The technical description of the main or most noteworthy span of the bridge is a metal Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily built by Unknown. | 43.619110 | -79.374330 | Avenue of the Islands | Long Pond | Toronto | Toronto City, Ontario | Ontario | Canada | Metal | Solid Ribbed Spandrel Braced | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 157.5 | 48.01 | 0 | 0 | https://historicbridges.org/ontario/avenueoftheislands/little_avenueoftheislandsbridge0845_small.jpg | https://historicbridges.org/ontario/avenueoftheislands/little_avenueoftheislandsbridge0845.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/avenueoftheislands/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.619110,-79.374330 | ||||||||||||||
| 3881 | Chaudière Bridge (Pont Chaudière) | This impressive Pennsylvania truss bridge also has an unusual support and approach system. The technical description of the main or most noteworthy span of the bridge is a 238.2 ft (72.6 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. | 45.421260 | -75.718340 | Rue Eddy (Booth Street) | Ottawa River (Rivière des Outaouais) | Ottawa and Gatineau | Ottawa City, Ontario and Outaouais, Québec | Ontario and Québec | Canada | Metal | Pennsylvania | Rivet-Connected | Through | Truss | Fixed | 12 | 1 | Stone | Semicircular | Deck | Arch | Fixed | 0 | 0 | 1919 | 2011 | Dominion Bridge Company of Montréal, Québec | 7 | 8 | 238.2 | 72.6 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/chaudiere/little_p1050697_small.jpg | https://historicbridges.org/ontario/chaudiere/little_p1050697.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/chaudiere/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.421260,-75.718340 | |||||||||
| 3882 | Dundas Street Bridge | This steel arch bridge has been altered, but it retains its original main span and some approach spans. The technical description of the main or most noteworthy span of the bridge is a 142 ft (43.28 m) metal three-hinged Solid Ribbed deck arch, fixed. The bridge was primarily built by Unknown. | 43.661720 | -79.355490 | Dundas Street | Don River, Don Valley Parkway, and Railroad | Toronto | Toronto City, Ontario | Ontario | Canada | Metal | Solid Ribbed | Three-Hinged | Deck | Arch | Fixed | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 3 | 1911 | 0 | Unknown | 6 | 5 | 142 | 43.28 | 396 | 120.7 | 0 | 0 | https://historicbridges.org/ontario/dundasstreet/little_torontodundas_8894_5_6vib_small.jpg | https://historicbridges.org/ontario/dundasstreet/little_torontodundas_8894_5_6vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/dundasstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.661720,-79.355490 | ||||||||||
| 3883 | Gerrard Street Bridge | Although its deck has been replaced and modernized, this bridge retains a superstructure of three shallow arch spans The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal three-hinged Solid Ribbed deck arch, fixed. The bridge was primarily built by Unknown. | 43.664500 | -79.356350 | Gerrard Street | Don River, Don Valley Parkway, and Railroad | Toronto | Toronto City, Ontario | Ontario | Canada | Metal | Solid Ribbed | Three-Hinged | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1923 | 0 | Unknown | 6 | 6 | 150 | 45.72 | 430 | 131.06 | 0 | 0 | https://historicbridges.org/ontario/gerrardstreet/little_gerrardstreet1447_small.jpg | https://historicbridges.org/ontario/gerrardstreet/little_gerrardstreet1447.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/gerrardstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.664500,-79.356350 | ||||||||||||||
| 3884 | Leaside Bridge | Confederation Bridge | This tall and long bridge was widened significantly in the late 1960s. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Frank Barber of Toronto, Ontario. | 43.699330 | -79.350580 | Millwood Road | Don River, Don Valley Parkway, and Railroad | Toronto | Toronto City, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 8 | 11 | 0 | 0 | 1927 | 2006 | Unknown | Frank Barber of Toronto, Ontario | 6 | 7 | 125 | 38.1 | 1443 | 439.83 | 0 | 0 | https://historicbridges.org/ontario/leaside/little_leasidebridge1667_small.jpg | https://historicbridges.org/ontario/leaside/little_leasidebridge1667.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/leaside/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.699330,-79.350580 | ||||||||||||
| 3885 | Henley Bridge | Twin multi-span arch bridges for QEW traffic with detailed statues on top. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 43.178570 | -79.272400 | Queen Elizabeth Way (QEW) | 12 Mile Creek | St. Catharines | Niagara Region, Ontario | Ontario | Canada | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 5 | 0 | 0 | 1939 | 1990 | Unknown | 6 | 7 | 150 | 45.72 | 715 | 217.93 | 0 | 0 | https://historicbridges.org/other/qew/little_pict6798_small.jpg | https://historicbridges.org/other/qew/little_pict6798.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/qew/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.178570,-79.272400 | |||||||||||||||
| 3902 | Marine Parkway Bridge | Gil Hodges Memorial Bridge | Designed by a famed engineer, this is one of the most aesthetically pleasing vertical lift bridges ever constructed. The technical description of the main or most noteworthy span of the bridge is a 540 ft (164.59 m) metal rivet-connected Polygonal Warren through truss, movable: vertical lift, Tower Drive. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by David Steinman of New York, New York. | 40.573470 | -73.884990 | Marine Parkway | Rockaway Inlet | New York | Queens, New York | New York | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Movable: Vertical Lift | Tower Drive | 14 | 1 | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 14 | 14 | 1936 | 2009 | American Bridge Company of New York, New York | David Steinman of New York, New York | 8 | 8 | 540 | 164.59 | 3985 | 1214.63 | 48 | 14.63 | https://historicbridges.org/newyork/marineparkwaybridge/little_marineparkwaybridge010253_small.jpg | https://historicbridges.org/newyork/marineparkwaybridge/little_marineparkwaybridge010253.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/marineparkwaybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.573470,-73.884990 | |||||
| 3903 | Flats Industrial Railroad Bridge | Cuyahoga River Bridge #8 | This bridge is one of several vertical lifts in Cleveland. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, movable: vertical lift, Tower Drive. The bridge was primarily built by Mount Vernon Bridge Company of Mount Vernon, Ohio. The bridge was primarily designed by Howard, Needles, Tammen and Bergendorff of Kansas City, Missouri. | 41.492080 | -81.699690 | Railroad (Flats Industrial Railroad) | Cuyahoga River | Cleveland | Cuyahoga County, Ohio | Ohio | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Vertical Lift | Tower Drive | 10 | 1 | 0 | 0 | 1953 | 0 | Mount Vernon Bridge Company of Mount Vernon, Ohio | Howard, Needles, Tammen and Bergendorff of Kansas City, Missouri | 5 | 6 | 0 | 0 | 260 | 79.25 | 0 | 0 | https://historicbridges.org/ohio/flatsrr/bkg_cleveland063_small.jpg | https://historicbridges.org/ohio/flatsrr/cleveland0068.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/flatsrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.492080,-81.699690 | |||||||||||
| 3904 | Fort Henry Bridge | Ninth Street Bridge | This large and impressive steel arch bridge predates the Interstate Highway System. The technical description of the main or most noteworthy span of the bridge is a 577 ft (175.87 m) metal tied Solid Ribbed through arch, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Howard, Needles, Tammen and Bergendorff of Kansas City, Missouri. | 40.071900 | -80.727410 | I-70, US-40, US-250 | Ohio River | Wheeling | Ohio County, West Virginia | West Virginia | United States | Metal | Solid Ribbed | Tied | Through | Arch | Fixed | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 9 | 1955 | 1990 | American Bridge Company of New York, New York | Howard, Needles, Tammen and Bergendorff of Kansas City, Missouri | 7 | 7 | 577 | 175.87 | 1660 | 505.97 | 53.5 | 16.31 | https://historicbridges.org/wvirginia/forthenry/little_addforthenrybridge_1080_1_2vib_small.jpg | https://historicbridges.org/wvirginia/forthenry/little_addforthenrybridge_1080_1_2vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/forthenry/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.071900,-80.727410 | ||||||||
| 3905 | Julien Dubuque Bridge | This attractive bridge was cutting edge technology when it was built, due to its innovative design. The technical description of the main or most noteworthy span of the bridge is a 845 ft (257.56 m) metal continuous (arch and suspended deck) tied Braced Ribbed through arch, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by Howard, Needles, Tammen and Bergendorff of Kansas City, Missouri. | 42.491340 | -90.655400 | US-20 and IL-35 (Dodge Street) | Mississippi River, Railroad, and Various Streets | Dubuque and East Dubuque | Dubuque County, Iowa and Jo Daviess County, Illinois | Iowa and Illinois | United States | Metal | Braced Ribbed | Tied | Through | Arch | Fixed | 0 | Continuous (Arch and Suspended Deck) | 3 | Metal | Deck | Girder | Fixed | 0 | Cantilever | 13 | 1943 | 1992 | Bethlehem Steel Company of Bethlehem, Pennsylvania | Howard, Needles, Tammen and Bergendorff of Kansas City, Missouri | 8 | 9 | 845 | 257.56 | 5760 | 1755.65 | 28 | 8.53 | https://historicbridges.org/iowa/juliendubuque/little_juliendubuque4736_small.jpg | https://historicbridges.org/iowa/juliendubuque/little_juliendubuque4736.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/juliendubuque/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.491340,-90.655400 | |||||||
| 3912 | ! | 27th Avenue Bridge | One of two beautiful art deco pedestrian overpasses of unusual design crossing this parkway. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal one-hinged Solid Ribbed deck arch, fixed. The bridge was primarily built by Unknown. | 40.587590 | -73.991810 | Pedestrian Walkway | Belt Parkway (NY-907C) | New York | Brooklyn, New York | New York | United States | Metal | Solid Ribbed | One-Hinged | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1941 | 0 | Unknown | 6 | 6 | 130 | 39.62 | 133 | 40.54 | 0 | 0 | https://historicbridges.org/newyork/beltparkway27thavenue/little_beltparkway27thavenue010166_small.jpg | https://historicbridges.org/newyork/beltparkway27thavenue/little_beltparkway27thavenue010166.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/beltparkway27thavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.587590,-73.991810 | |||||||||||||
| 3913 | Belt Parkway Bridge | This bridge is a steel beam bridge with attractive arched beams. The technical description of the main or most noteworthy span of the bridge is a 85 ft (25.91 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 40.595960 | -74.000010 | Belt Parkway (NY-907C) | Bay Parkway | New York | Brooklyn, New York | New York | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1941 | 0 | Unknown | 3 | 2 | 85 | 25.91 | 88 | 26.82 | 68 | 20.73 | https://historicbridges.org/newyork/beltparkwaybayparkway/little_beltparkwaybayparkway010145_small.jpg | https://historicbridges.org/newyork/beltparkwaybayparkway/little_beltparkwaybayparkway010145.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/beltparkwaybayparkway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.595960,-74.000010 | |||||||||||||||||
| 3914 | 26th Avenue Bridge | A representative example of a stone faced concrete rigid-frame bridge on the Belt Parkway, where this bridge type is less common. The technical description of the main or most noteworthy span of the bridge is a 71 ft (21.64 m) concrete (stone faced) rigid-frame, fixed. The bridge was primarily built by Unknown. | 40.589770 | -73.992920 | Belt Parkway (NY-907C) | 26th Avenue | New York | Brooklyn, New York | New York | United States | Concrete (Stone Faced) | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1941 | 0 | Unknown | 4 | 1 | 71 | 21.64 | 80.7 | 24.6 | 68 | 20.73 | https://historicbridges.org/newyork/beltparkway26thavenue/little_beltparkway26thavenue010156_small.jpg | https://historicbridges.org/newyork/beltparkway26thavenue/little_beltparkway26thavenue010156.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/beltparkway26thavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.589770,-73.992920 | |||||||||||||||||
| 3917 | ! | Pelham Bridge | With large concrete arch approach spans and a tiny double-leaf bascule span, this bridge is an early example of both types of bridge. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal rivet-connected Pratt deck truss, movable: double leaf bascule, Rolling Lift. The bridge was primarily built by Unknown. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. | 40.862110 | -73.815750 | Shore Road | Hutchinson River (Eastchester Bay) | New York | The Bronx, New York | New York | United States | Metal | Pratt | Rivet-Connected | Deck | Truss | Movable: Double Leaf Bascule | Rolling Lift | 0 | 1 | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 6 | 1908 | 1985 | Unknown | Scherzer Rolling Lift Bridge Company of Chicago, Illinois | 6 | 6 | 80 | 24.38 | 838 | 255.42 | 39.7 | 12.1 | https://historicbridges.org/newyork/shoreroadhutchinsonriver/little_shoreroadhutchinsonriver011133_small.jpg | https://historicbridges.org/newyork/shoreroadhutchinsonriver/little_shoreroadhutchinsonriver011133.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/shoreroadhutchinsonriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.862110,-73.815750 | ||||||
| 3918 | Verrazzano-Narrows Bridge | Verrazano-Narrows Bridge | This enormous bridge had the longest suspension span in the world when completed. The technical description of the main or most noteworthy span of the bridge is a 4260 ft (1298.45 m) metal deck truss stiffening wire cable suspension, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Othmar Ammann. | 40.606390 | -74.045290 | I-278 (Staten Island Expressway and Brooklyn - Queens Expressway) | The Narrows | New York | Brooklyn, New York and Staten Island, New York | New York | United States | Metal | Deck Truss Stiffening | Wire Cable | Suspension | Fixed | 0 | 3 | Metal | Deck | Girder | Fixed | 0 | 6 | 1961 | 0 | American Bridge Company of New York, New York | Othmar Ammann | 9 | 9 | 4260 | 1298.45 | 7934 | 2418.28 | 73.8 | 22.49 | https://historicbridges.org/newyork/verrazanonarrows/little_verrazanonarrows010076_small.jpg | https://historicbridges.org/newyork/verrazanonarrows/little_verrazanonarrows010076.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/verrazanonarrows/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.606390,-74.045290 | |||||||||
| 3924 | Jackson Street Bridge | Although severely altered, the remaining truss lines of this bridge are a rare example of a lattice truss swing bridge, one of two in Newark. The technical description of the main or most noteworthy span of the bridge is a 221 ft (67.36 m) metal rivet-connected Lattice (Quadruple Warren) through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Fagan Iron Works of Jersey City, New Jersey. The bridge was primarily designed by James Owen. | 40.733790 | -74.155280 | Frank E. Rodgers Blvd and Jackson Street (CR-697) | Passaic River | Newark and Harrison | Essex County, New Jersey and Hudson County, New Jersey | New Jersey | United States | Metal | Lattice (Quadruple Warren) | Rivet-Connected | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1898 | 1991 | Fagan Iron Works of Jersey City, New Jersey | James Owen | 8 | 8 | 221 | 67.36 | 467 | 142.34 | 39 | 11.89 | https://historicbridges.org/newjersey/jacksonstreet/little_jacksonstreet012001_small.jpg | https://historicbridges.org/newjersey/jacksonstreet/little_jacksonstreet012001.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/jacksonstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.733790,-74.155280 | |||||||||
| 3925 | Clay Street Bridge | This is a rare example of a lattice truss swing bridge with a genuinely curved top chord, one of two in Newark. The technical description of the main or most noteworthy span of the bridge is a 235.2 ft (71.69 m) metal rivet-connected Lattice (Quadruple Warren) through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by A. E. Sandford Company of Hoboken, New Jersey. The bridge was primarily designed by James Owen. | 40.751050 | -74.165230 | Clay Street (Central Avenue) | Passaic River | Newark and Harrison | Essex County, New Jersey and Hudson County, New Jersey | New Jersey | United States | Metal | Lattice (Quadruple Warren) | Rivet-Connected | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 0 | 1 | 0 | 2 | 1908 | 1975 | A. E. Sandford Company of Hoboken, New Jersey | James Owen | 9 | 9 | 235.2 | 71.69 | 328 | 99.97 | 36.7 | 11.19 | https://historicbridges.org/newjersey/clay/little_clay012040_small.jpg | https://historicbridges.org/newjersey/clay/little_clay012040.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/clay/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.751050,-74.165230 | ||||||||||||
| 3927 | Burritts Rapids Bridge | This hand-turned bobtail swing bridge is noted for its unusual appearance, a result of its bobtail design and limited use of overhead bracing. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, movable: swing, Center Bearing Bobtail. The bridge was primarily built by Central Bridge and Engineering Company of Peterborough, Ontario. The bridge was primarily designed by William H. Law of Peterborough, Ontario. | 44.980020 | -75.796200 | Grenville Street | Rideau Canal | Burritts Rapids | Leeds and Grenville United Counties, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Swing | Center Bearing Bobtail | 7 | 1 | 0 | 0 | 1897 | 2018 | Central Bridge and Engineering Company of Peterborough, Ontario | William H. Law of Peterborough, Ontario | 8 | 8 | 0 | 0 | 65.5 | 19.96 | 13 | 3.96 | https://historicbridges.org/ontario/burrittsrapids/little_burrittsrapids2440_small.jpg | https://historicbridges.org/ontario/burrittsrapids/little_burrittsrapids2440.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/burrittsrapids/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.980020,-75.796200 | ||||||||||||
| 3929 | Beckwith Street Bridge | In place of a traditional trussed tower, this bridge with a somewhat European appearance has a cable stay system over the swing pivot. The technical description of the main or most noteworthy span of the bridge is a 77 ft (23.47 m) metal rivet-connected Double-Intersection Warren pony truss, movable: swing, Center Bearing Bobtail. The bridge was primarily built by Robert Weddell Bridge and Engine Works of Trenton, Ontario. | 44.901040 | -76.245990 | Beckwith Street | Tay River (Tay Canal) | Perth | Lanark County, Ontario | Ontario | Canada | Metal | Double-Intersection Warren | Rivet-Connected | Pony | Truss | Movable: Swing | Center Bearing Bobtail | 0 | 1 | Metal | Double-Intersection Warren | Rivet-Connected | Pony | Truss | Fixed | 0 | 1 | 1889 | 0 | Robert Weddell Bridge and Engine Works of Trenton, Ontario | 8 | 8 | 77 | 23.47 | 147 | 44.81 | 14.5 | 4.42 | https://historicbridges.org/ontario/beckwith/little_beckwith2906_small.jpg | https://historicbridges.org/ontario/beckwith/little_beckwith2906.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/beckwith/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.901040,-76.245990 | |||||||
| 3930 | Plaza Bridge | This extremely unusual bridge is a very wide variety of Y bridge. The technical description of the main or most noteworthy span of the bridge is a concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 45.424610 | -75.694860 | Wellington Street, Rideau Street, and Elgin Street | Rideau Canal | Ottawa | Ottawa City, Ontario | Ontario | Canada | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1912 | 0 | Unknown | 7 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/ottawawellington/little_p1050615_small.jpg | https://historicbridges.org/ontario/ottawawellington/little_p1050615.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/ottawawellington/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.424610,-75.694860 | |||||||||||||||
| 3931 | Old Slys Road Bridge | One of two operable plate girder swing bridges in town. The technical description of the main or most noteworthy span of the bridge is a metal through girder, movable: swing, Center Bearing Bobtail. The bridge was primarily built by Unknown. | 44.893320 | -76.004770 | Old Slys Road | Rideau Canal | Smiths Falls | Lanark County, Ontario | Ontario | Canada | Metal | Through | Girder | Movable: Swing | Center Bearing Bobtail | 0 | 1 | 0 | 0 | 1962 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/smithsfallsoldslys/little_smithsfallsoldslys2622_small.jpg | https://historicbridges.org/ontario/smithsfallsoldslys/little_smithsfallsoldslys2622.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/smithsfallsoldslys/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.893320,-76.004770 | |||||||||||||||
| 3932 | Abbott Street Bridge | One of two operable plate girder swing bridges in town. The technical description of the main or most noteworthy span of the bridge is a metal through girder, movable: swing, Center Bearing Bobtail. The bridge was primarily built by Unknown. | 44.896070 | -76.026720 | Abbott Street | Rideau Canal | Smiths Falls | Lanark County, Ontario | Ontario | Canada | Metal | Through | Girder | Movable: Swing | Center Bearing Bobtail | 0 | 1 | 0 | 0 | 1956 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/smithsfallsabbott/little_smithsfallsabbott2849_small.jpg | https://historicbridges.org/ontario/smithsfallsabbott/little_smithsfallsabbott2849.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/smithsfallsabbott/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.896070,-76.026720 | |||||||||||||||
| 3934 | Smiths Falls Bascule Bridge | This early surviving example of a Scherzer rolling lift bascule is a National Historic Site of Canada! The technical description of the main or most noteworthy span of the bridge is a 69 ft (21.03 m) metal through girder, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. | 44.895830 | -76.029210 | Railroad (Abandoned Canadian Northern) | Rideau Canal | Smiths Falls | Lanark County, Ontario | Ontario | Canada | Metal | Through | Girder | Movable: Single Leaf Bascule | Rolling Lift | 0 | 1 | Metal | Through | Girder | Fixed | 0 | 2 | 1913 | 0 | Dominion Bridge Company of Montréal, Québec | Scherzer Rolling Lift Bridge Company of Chicago, Illinois | 8 | 9 | 69 | 21.03 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/smithsfallsbascule/little_smithsfallsbascule2873_small.jpg | https://historicbridges.org/ontario/smithsfallsbascule/little_smithsfallsbascule2873.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/smithsfallsbascule/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.895830,-76.029210 | ||||||||||
| 3935 | Narrows Bridge | Photos and videos are available showing this hand turned swing bridge in operation! The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt pony truss, movable: swing, Center Bearing Bobtail. The bridge was primarily built by Unknown. | 44.702940 | -76.295900 | Narrows Lock Road (CR-14) | Rideau Lake (Rideau Canal) | Rural | Leeds and Grenville United Counties, Ontario | Ontario | Canada | Metal | Pratt | Rivet-Connected | Pony | Truss | Movable: Swing | Center Bearing Bobtail | 6 | 1 | 0 | 0 | 1898 | 1964 | Unknown | 7 | 8 | 0 | 0 | 69.7 | 21.24 | 13 | 3.96 | https://historicbridges.org/ontario/narrowsbridge/little_889canon0804_small.jpg | https://historicbridges.org/ontario/narrowsbridge/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/narrowsbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.702940,-76.295900 | |||||||||||||
| 3940 | Cedar Street Bridge | Feed Mill Road Bridge | Built by the company that later bacame the Penn Bridge Company, this ancient metal bridge has unique design details. The technical description of the main or most noteworthy span of the bridge is a 117 ft (35.66 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by T. and S. White of New Brighton, Pennsylvania. | 39.851380 | -77.797960 | Cedar Street (Feed Mill Road, TR-481) | Back Creek | Williamson | Franklin County, Pennsylvania | Pennsylvania | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1876 | 0 | T. and S. White of New Brighton, Pennsylvania | 9 | 9 | 117 | 35.66 | 119 | 36.27 | 13.8 | 4.21 | https://historicbridges.org/pennsylvania/feedmillroadbridge/little_feedmillroadbridge013354_small.jpg | https://historicbridges.org/pennsylvania/feedmillroadbridge/little_feedmillroadbridge013354.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/feedmillroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.851380,-77.797960 | |||||||||||||
| 3941 | Williamson Railroad Bridge | This is an abandoned and fairly old railroad truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 39.851350 | -77.798120 | Railroad (Abandoned Southern Pennsylvania Iron and Railroad Company) | Back Creek | Williamson | Franklin County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/feedmillroadbridgerr/little_feedmillroadbridgerr013351_small.jpg | https://historicbridges.org/pennsylvania/feedmillroadbridgerr/little_feedmillroadbridgerr013351.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/feedmillroadbridgerr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.851350,-77.798120 | ||||||||||||||
| 3945 | Watson Road Bridge | This is a representative example of an original Turnpike plate girder overpass. The technical description of the main or most noteworthy span of the bridge is a 97 ft (29.57 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 40.015970 | -78.590840 | Watson Road (PA-4007) | I-70 (Pennsylvania Turnpike) | Rural | Bedford County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1939 | 1994 | Unknown | 4 | 5 | 97 | 29.57 | 101 | 30.78 | 20 | 6.1 | https://historicbridges.org/pennsylvania/turnpike_watson/little_main_small.jpg | https://historicbridges.org/pennsylvania/turnpike_watson/little_main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_watson/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.015970,-78.590840 | ||||||||||||||||
| 3947 | ! | Aulwurm Drive Bridge | Just about everything that could go wrong with this rare multi-span pony truss has gone wrong. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 41.649600 | -87.667920 | Aulwurm Drive | Little Calumet River | Blue Island | Cook County, Illinois | Illinois | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 3 | 4 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/aulwurm/little_p1180514_small.jpg | https://historicbridges.org/illinois/aulwurm/little_p1180527.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/aulwurm/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.649600,-87.667920 | |||||||||||||
| 3954 | Mackinac Trail Bridge | This attractive arch bridge has several unusual details. The technical description of the main or most noteworthy span of the bridge is a 59.7 ft (18.2 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by A. S. Decker of Flint, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 46.018430 | -84.718520 | Mackinac Trail | Carp River | Rural | Mackinac County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1920 | 1929 | A. S. Decker of Flint, Michigan | Michigan State Highway Department | 5 | 7 | 59.7 | 18.2 | 60 | 18.29 | 22 | 6.71 | https://historicbridges.org/michigan/mackinactrail/little_p1030166_small.jpg | https://historicbridges.org/michigan/mackinactrail/little_p1030166.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/mackinactrail/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.018430,-84.718520 | ||||||||||||||
| 3960 | ! | Wittpenn Bridge | This vertical lift bridge with its unique curved approach has been sentenced to the scrapyard despite its historic significance. The technical description of the main or most noteworthy span of the bridge is a 206 ft (62.79 m) metal rivet-connected Pratt through truss, movable: vertical lift, Span Drive. The bridge was primarily built by Strobel Steel Construction Company of Chicago, Illinois. The bridge was primarily designed by Harrington, Howard, and Ash of Kansas City, Missouri and Sigvald Johannesson. | 40.740460 | -74.081430 | Newark Avenue (NJ-7) | Hackensack River | Kearny and Jersey City | Hudson County, New Jersey | New Jersey and New York | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Movable: Vertical Lift | Span Drive | 0 | 1 | Metal | Camelback | Rivet-Connected | Through | Truss | Fixed | 0 | 19 | 1930 | 1957 | Strobel Steel Construction Company of Chicago, Illinois | Harrington, Howard, and Ash of Kansas City, Missouri and Sigvald Johannesson | 7 | 7 | 206 | 62.79 | 2126 | 648 | 40 | 12.19 | https://historicbridges.org/newjersey/wittpennbridge/little_wittpennbridge011594_small.jpg | https://historicbridges.org/newjersey/wittpennbridge/little_wittpennbridge011594.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/wittpennbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.740460,-74.081430 | |||||
| 3963 | Lower Hack Bridge | This is one of several vertical lift bridges in this area. The technical description of the main or most noteworthy span of the bridge is a 198 ft (60.35 m) metal rivet-connected Parker through truss, movable: vertical lift, Span Drive. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Waddell and Hardesty of New York, New York. | 40.743190 | -74.077150 | Railroad (New Jersey Transit Morristown Line) | Hackensack River | Kearny and Jersey City | Hudson County, New Jersey | New Jersey and New York | United States | Metal | Parker | Rivet-Connected | Through | Truss | Movable: Vertical Lift | Span Drive | 7 | 1 | Metal | Deck | Girder | Fixed | 0 | 0 | 1928 | 0 | American Bridge Company of New York, New York | Waddell and Hardesty of New York, New York | 7 | 7 | 198 | 60.35 | 1480 | 451.1 | 0 | 0 | https://historicbridges.org/newjersey/lowerhacklift/little_lowerhacklift011479_small.jpg | https://historicbridges.org/newjersey/lowerhacklift/little_lowerhacklift011479.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/lowerhacklift/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.743190,-74.077150 | ||||||||
| 3964 | PATH Lift Bridge | This is one of a unique group of vertical lift bridges in this area. The technical description of the main or most noteworthy span of the bridge is a 331.5 ft (101.04 m) metal rivet-connected Parker through truss, movable: vertical lift, Span Drive. The bridge was primarily built by Unknown. | 40.740080 | -74.082770 | Railroad (Port Authority Trans-Hudson (PATH)) | Hackensack River | Kearny and Jersey City | Hudson County, New Jersey | New Jersey and New York | United States | Metal | Parker | Rivet-Connected | Through | Truss | Movable: Vertical Lift | Span Drive | 10 | 1 | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 0 | 1928 | 0 | Unknown | 7 | 7 | 331.5 | 101.04 | 3015 | 918.97 | 0 | 0 | https://historicbridges.org/newjersey/pathliftbridge/little_pathliftbridge011613_small.jpg | https://historicbridges.org/newjersey/pathliftbridge/little_pathliftbridge011613.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/pathliftbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.740080,-74.082770 | |||||||
| 3967 | Mineral Road Bridge | Located in a highly scenic location, this bridge sits on an unusual metal bent and has been preserved for pedestrian use only. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 42.595810 | -72.496110 | Mineral Road | Millers River | Rural | Franklin County, Massachusetts | Massachusetts | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 1888 | 0 | Wrought Iron Bridge Company of Canton, Ohio | 7 | 7 | 105 | 32 | 160 | 48.77 | 12.8 | 3.9 | https://historicbridges.org/massachusetts/mineralroad/little_mineralroad009323hdr_small.jpg | https://historicbridges.org/massachusetts/mineralroad/little_mineralroad009323hdr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/mineralroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.595810,-72.496110 | |||||||||||
| 3968 | Rocks Village Bridge | The oldest example of riveted connections in the state, this bizarre bridge has a five unique span types built during three different instances. The technical description of the main or most noteworthy span of the bridge is a 192 ft (58.52 m) metal rivet-connected Double-Intersection Warren through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Boston Bridge Works of Boston, Massachusetts. | 42.810278 | -71.000000 | Bridge Street | Merrimack River | Rocks Village | Essex County, Massachusetts | Massachusetts | United States | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 0 | 1 | Metal | Rivet-Connected | Truss | Fixed | 0 | 5 | 1883 | 1914 | Boston Bridge Works of Boston, Massachusetts | 9 | 10 | 192 | 58.52 | 812 | 247.5 | 24 | 7.32 | https://historicbridges.org/massachusetts/rocksvillage/little_pict6416_small.jpg | https://historicbridges.org/massachusetts/rocksvillage/little_pict6416.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/rocksvillage/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.810278,-71.000000 | |||||||||
| 3969 | 2nd Level Canal Railroad Bridge | This bridge crosses roads and a canal with different spans types. The technical description of the main or most noteworthy span of the bridge is a 135 ft (41.15 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Boston Bridge Works of Boston, Massachusetts. | 42.207280 | -72.601190 | Railroad (Amtrak) | 2nd Level Canal and Lyman Street and Canal Street (MA-116) | Holyoke | Hampden County, Massachusetts | Massachusetts | United States | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 12 | 1 | Metal | Deck | Girder | Fixed | 0 | 2 | 1928 | 0 | Boston Bridge Works of Boston, Massachusetts | 5 | 5 | 135 | 41.15 | 550 | 167.64 | 0 | 0 | https://historicbridges.org/massachusetts/holyokerr3/little_pict8162_small.jpg | https://historicbridges.org/massachusetts/holyokerr3/little_pict8162.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/holyokerr3/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.207280,-72.601190 | ||||||||||
| 3971 | County Street Bridge | One of several ancient and historic stone arch bridges in Ipswich. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) stone Segmental deck arch, fixed. The bridge was primarily built by Joseph Ross of Ipswich, Massachusetts. | 42.678680 | -70.835220 | County Street | Ipswich River | Ipswich | Essex County, Massachusetts | Massachusetts | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1861 | 2006 | Joseph Ross of Ipswich, Massachusetts | 7 | 7 | 30 | 9.14 | 68 | 20.73 | 30 | 9.14 | https://historicbridges.org/massachusetts/county/little_img_1820_small.jpg | https://historicbridges.org/massachusetts/county/little_img_1820.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/county/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.678680,-70.835220 | |||||||||||||||
| 3972 | Green Street Bridge | One of the largest of several ancient and historic stone arch bridges in Ipswich. The technical description of the main or most noteworthy span of the bridge is a 47 ft (14.33 m) stone Semicircular deck arch, fixed. The bridge was primarily built by Joseph Ross of Ipswich, Massachusetts. The bridge was primarily designed by Charles A. Putnam of Salem, Massachusetts. | 42.679820 | -70.831150 | Green Street | Ipswich River | Ipswich | Essex County, Massachusetts | Massachusetts | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1894 | 1996 | Joseph Ross of Ipswich, Massachusetts | Charles A. Putnam of Salem, Massachusetts | 8 | 7 | 47 | 14.33 | 102 | 31.09 | 23 | 7.01 | https://historicbridges.org/massachusetts/green/little_pict6305_small.jpg | https://historicbridges.org/massachusetts/green/little_pict6305.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/green/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.679820,-70.831150 | ||||||||||||||
| 3973 | Central Bridge | John E. Cox Memorial Bridge | A rare example of a small-scale cantilever bridge structure. The technical description of the main or most noteworthy span of the bridge is a 197 ft (60.05 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Joseph R. Worcester and Company of Boston, Massachusetts. | 42.647778 | -71.305556 | Bridge Street | Merrimack River | Lowell | Middlesex County, Massachusetts | Massachusetts | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 10 | Cantilever | 3 | 0 | 0 | 1937 | 0 | American Bridge Company of New York, New York | Joseph R. Worcester and Company of Boston, Massachusetts | 7 | 7 | 197 | 60.05 | 474 | 144.48 | 40 | 12.19 | https://historicbridges.org/massachusetts/lowell/little_pict6609_small.jpg | https://historicbridges.org/massachusetts/lowell/little_pict6609.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/lowell/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.647778,-71.305556 | |||||||||||
| 3974 | Lowell Canal Bridge | Prescott Yard Railroad Bridge | A small, lightweight pony truss that likely was originally built for the use of area mills and industry. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 42.644520 | -71.307340 | Pedestrian Walkway | Eastern Canal | Lowell | Middlesex County, Massachusetts | Massachusetts | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/massachusetts/lowellcanal/little_pict6759_small.jpg | https://historicbridges.org/massachusetts/lowellcanal/little_pict6759.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/lowellcanal/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.644520,-71.307340 | |||||||||||||
| 3976 | 5th Street Footbridge | Turners Falls Road Pedestrian Bridge | An old riveted pedestrian bridge likely built to allow workers to cross the canal to get to the mills on the other side. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 42.608440 | -72.560610 | Pedestrian Walkway | Power Canal | Turners Falls | Franklin County, Massachusetts | Massachusetts | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 0 | 1 | 0 | 0 | 1912 | 0 | Unknown | 4 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/massachusetts/turnersfalls2/little_pict8359_small.jpg | https://historicbridges.org/massachusetts/turnersfalls2/little_pict8359.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/turnersfalls2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.608440,-72.560610 | |||||||||||||
| 3977 | Arch Street Bridge | A traditional, attractive stone arch overpass. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 42.349660 | -72.693490 | Railroad (Abandoned) | Arch Street | Northampton | Hampshire County, Massachusetts | Massachusetts | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1867 | 0 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/massachusetts/northampton_arch/little_pict8237_small.jpg | https://historicbridges.org/massachusetts/northampton_arch/little_pict8237.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/northampton_arch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.349660,-72.693490 | |||||||||||||||
| 3978 | Hotel Bridge | Leeds Hotel Bridge | For a truss bridge with standard height trusses, this is an extremely long span. The technical description of the main or most noteworthy span of the bridge is a 129 ft (39.32 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 42.350510 | -72.701600 | Old Shephard Road | Mill River | Northampton | Hampshire County, Massachusetts | Massachusetts | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1880 | 0 | Wrought Iron Bridge Company of Canton, Ohio | 8 | 8 | 129 | 39.32 | 131 | 39.93 | 11.2 | 3.41 | https://historicbridges.org/massachusetts/hotel/little_pict8194_small.jpg | https://historicbridges.org/massachusetts/hotel/little_img_2540b.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/hotel/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.350510,-72.701600 | |||||||||||||
| 3979 | Westfield Bridge | Great River Bridge | This attractive and unusual continuous through truss was preserved as a one-way couplet with a new bridge carrying northbound traffic. The technical description of the main or most noteworthy span of the bridge is a 184 ft (56.08 m) metal continuous rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Daniel O'Connells Sons of Holyoke, Massachusetts. The bridge was primarily designed by Fay, Spofford, and Thorndike of Boston, Massachusetts. | 42.129060 | -72.746170 | Elm Street (Southbound US-202 and MA-10) | Westfield River | Westfield | Hampden County, Massachusetts | Massachusetts | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 8 | Continuous | 2 | 0 | 0 | 1938 | 2009 | Daniel O'Connells Sons of Holyoke, Massachusetts | Fay, Spofford, and Thorndike of Boston, Massachusetts | 7 | 7 | 184 | 56.08 | 375 | 114.3 | 40 | 12.19 | https://historicbridges.org/massachusetts/westfield/little_westfield008501_small.jpg | https://historicbridges.org/massachusetts/westfield/little_westfield008501.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/westfield/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.129060,-72.746170 | |||||||||||
| 3980 | Westfield Railroad Bridge | This is a rare use of a double-Warren truss configuration on a railroad through truss. The technical description of the main or most noteworthy span of the bridge is a 161 ft (49.07 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Boston Bridge Works of Boston, Massachusetts. | 42.129450 | -72.747260 | Railroad (Abandoned) | Westfield River | Westfield | Hampden County, Massachusetts | Massachusetts | United States | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 12 | 2 | 0 | 0 | 1910 | 1919 | Boston Bridge Works of Boston, Massachusetts | 7 | 7 | 161 | 49.07 | 326.4 | 99.49 | 0 | 0 | https://historicbridges.org/massachusetts/westfieldrr/little_westfieldrr008428_small.jpg | https://historicbridges.org/massachusetts/westfieldrr/little_westfieldrr008428.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/westfieldrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.129450,-72.747260 | ||||||||||||||
| 3981 | Welland Main Street Bridge | Welland Canal Bridge #13 | This large vertical lift bridge no longer raises for boats, but has a notable skew. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Parker through truss, movable: vertical lift, Span Drive. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. The bridge was primarily designed by Ash, Howard, Needles, and Tammen of New York, New York. | 42.991680 | -79.251590 | Westbound Main Street | Welland Recreational Waterway | Welland | Niagara Region, Ontario | Ontario | Canada | Metal | Parker | Rivet-Connected | Through | Truss | Movable: Vertical Lift | Span Drive | 9 | 1 | 0 | 2 | 1930 | 0 | Dominion Bridge Company of Montréal, Québec | Ash, Howard, Needles, and Tammen of New York, New York | 7 | 6 | 0 | 0 | 231.5 | 70.56 | 30 | 9.14 | https://historicbridges.org/truss/wellandmain/little_bkg05summer01_small.jpg | https://historicbridges.org/truss/wellandmain/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/wellandmain/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.991680,-79.251590 | |||||||||||
| 3982 | Glendale Avenue Bridge | Welland Canal Bridge #5 | An extensive photo-documentation of one of several beautiful and functional vertical lifts on Welland Canal. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Parker through truss, movable: vertical lift, Span Drive. The bridge was primarily built by Unknown. The bridge was primarily designed by Ash, Howard, Needles, and Tammen of New York, New York. | 43.145240 | -79.192340 | Glendale Avenue | Welland Canal | St. Catharines | Niagara Region, Ontario | Ontario | Canada | Metal | Parker | Rivet-Connected | Through | Truss | Movable: Vertical Lift | Span Drive | 9 | 1 | 0 | 0 | 0 | 0 | Unknown | Ash, Howard, Needles, and Tammen of New York, New York | 7 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/truss/glendale/little_pict7118_small.jpg | https://historicbridges.org/truss/glendale/little_pict7118.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/glendale/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.145240,-79.192340 | |||||||||||
| 3983 | Dain City Railway Bridge | Welland Canal Bridge #17 | This cool railroad vertical lift, serving a single set of tracks, is much more narrow than the highway bridges. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Parker through truss, movable: vertical lift, Span Drive. The bridge was primarily built by Unknown. The bridge was primarily designed by Ash, Howard, Needles, and Tammen of New York, New York. | 42.949360 | -79.249750 | Railroad (Trillium Railway) | Welland Canal (Abandoned) | Dain City | Niagara Region, Ontario | Ontario | Canada | Metal | Parker | Rivet-Connected | Through | Truss | Movable: Vertical Lift | Span Drive | 9 | 1 | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | Unknown | Ash, Howard, Needles, and Tammen of New York, New York | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/truss/forksrr/little_p1420266_small.jpg | https://historicbridges.org/truss/forksrr/little_p1420266.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/forksrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.949360,-79.249750 | |||||||
| 3984 | Clarence Street Bridge | Welland Canal Bridge #21 | This is the southernmost bridge on the Welland Canal and an outstanding example of the vertical lift bridges used on the canal. The technical description of the main or most noteworthy span of the bridge is a 240 ft (73.15 m) metal rivet-connected Parker through truss, movable: vertical lift, Span Drive. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. The bridge was primarily designed by Ash, Howard, Needles, and Tammen of New York, New York. | 42.886380 | -79.248530 | Clarence Street | Welland Canal | Port Colborne | Niagara Region, Ontario | Ontario | Canada | Metal | Parker | Rivet-Connected | Through | Truss | Movable: Vertical Lift | Span Drive | 9 | 1 | 0 | 0 | 0 | 0 | Hamilton Bridge Company of Hamilton, Ontario | Ash, Howard, Needles, and Tammen of New York, New York | 7 | 7 | 240 | 73.15 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/portcolborneclarence/little_p1420087_small.jpg | https://historicbridges.org/ontario/portcolborneclarence/little_p1420087.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/portcolborneclarence/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.886380,-79.248530 | |||||||||||
| 3985 | Allanburg Bridge | Welland Canal Bridge #11 | One of the Welland Canal lift bridges, this bridge survived a collision with a freightor. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Parker through truss, movable: vertical lift, Span Drive. The bridge was primarily built by Unknown. The bridge was primarily designed by Ash, Howard, Needles, and Tammen of New York, New York. | 43.076560 | -79.210280 | RR-20 | Welland Canal | Allanburg | Niagara Region, Ontario | Ontario | Canada | Metal | Parker | Rivet-Connected | Through | Truss | Movable: Vertical Lift | Span Drive | 9 | 1 | 0 | 0 | 1932 | 2001 | Unknown | Ash, Howard, Needles, and Tammen of New York, New York | 7 | 6 | 200 | 60.96 | 0 | 0 | 0 | 0 | https://historicbridges.org/truss/kh20lift/little_allanburgbridge0103_small.jpg | https://historicbridges.org/truss/kh20lift/little_allanburgbridge0103.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/kh20lift/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.076560,-79.210280 | |||||||||||
| 3987 | US-1/US-9 Truck Passaic River Bridge | This is the older and more significant of two similar vertical lift bridges on this stretch of road. The technical description of the main or most noteworthy span of the bridge is a 333 ft (101.5 m) metal rivet-connected Polygonal Warren through truss, movable: vertical lift, Tower Drive. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Ash, Howard, Needles, and Tammen of New York, New York. | 40.732360 | -74.117910 | US-1 and US-9 Truck Route | Passaic River | Newark and Kearny | Essex County, New Jersey and Hudson County, New Jersey | New Jersey | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Movable: Vertical Lift | Tower Drive | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 17 | 1941 | 2002 | American Bridge Company of New York, New York | Ash, Howard, Needles, and Tammen of New York, New York | 7 | 6 | 333 | 101.5 | 2005 | 611.12 | 51 | 15.54 | https://historicbridges.org/newjersey/us1truckpassaicriver/little_us1truckpassaicriver011823_small.jpg | https://historicbridges.org/newjersey/us1truckpassaicriver/little_us1truckpassaicriver011823.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/us1truckpassaicriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.732360,-74.117910 | ||||||||
| 3988 | US-1/US-9 Truck Hackensack River Bridge | One of two vertical lift bridges on this stretch of roadway. The technical description of the main or most noteworthy span of the bridge is a 222 ft (67.67 m) metal rivet-connected Polygonal Warren through truss, movable: vertical lift, Tower Drive. The bridge was primarily built by Unknown. | 40.727350 | -74.098680 | US-1 and US-9 Truck Route | Hackensack River | Kearny and Jersey City | Hudson County, New Jersey | New Jersey | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Movable: Vertical Lift | Tower Drive | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 10 | 1954 | 2003 | Unknown | 6 | 5 | 222 | 67.67 | 1480 | 451.1 | 73.5 | 22.4 | https://historicbridges.org/newjersey/us1truckhackensack/little_us1truckhackensack011702_small.jpg | https://historicbridges.org/newjersey/us1truckhackensack/little_us1truckhackensack011702.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/us1truckhackensack/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.727350,-74.098680 | |||||||||
| 3991 | Triborough Bridge | Robert F. Kennedy Bridge | This enormous and unique bridge is best thought of as three bridges combined into one giant Y-shaped bridge. The technical description of the main or most noteworthy span of the bridge is a 1380 ft (420.62 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Othmar Ammann. | 40.780660 | -73.927390 | I-278 | East River, Harlem River, Bronx Kills, and Various Streets | New York | The Bronx, New York and Queens, New York and Manhattan, New York | New York | United States | Metal | Pony Truss Stiffening | Wire Cable | Suspension | Fixed | 0 | 3 | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Movable: Vertical Lift | Tower Drive | 12 | 139 | 1936 | 2004 | American Bridge Company of New York, New York | Othmar Ammann | 9 | 10 | 1380 | 420.62 | 13110.5 | 3996.08 | 90.6 | 27.61 | https://historicbridges.org/newyork/triboroughbridge/little_triboroughbridge010633_small.jpg | https://historicbridges.org/newyork/triboroughbridge/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/triboroughbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.780660,-73.927390 | ||||||
| 3992 | Hutchinson River Parkway Metro North Bridge | One of the many locally common, nationally uncommon stone faced concrete overpass bridges in the city. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 40.911110 | -73.813860 | Railroad (Metro North) | Hutchinson River Parkway (NY-907W) | Mount Vernon | Westchester County, New York | New York | United States | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1926 | 0 | Unknown | 3 | 1 | 72 | 21.95 | 85 | 25.91 | 0 | 0 | https://historicbridges.org/newyork/hutchinson_metronorth/little_main_small.jpg | https://historicbridges.org/newyork/hutchinson_metronorth/little_main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/hutchinson_metronorth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.911110,-73.813860 | |||||||||||||||
| 3994 | Hutchinson River Parkway I-95 Bridge | One of the many locally common, nationally uncommon stone faced concrete overpass bridges in the city. The technical description of the main or most noteworthy span of the bridge is a 94.2 ft (28.71 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 40.886750 | -73.815240 | I-95 (New England Thruway) | Hutchinson River Parkway (NY-908A) | New York | The Bronx, New York | New York | United States | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1956 | 2008 | Unknown | 2 | 1 | 94.2 | 28.71 | 100 | 30.48 | 93 | 28.35 | https://historicbridges.org/newyork/hutchinson_newenglandthruway/main_small.jpg | https://historicbridges.org/newyork/hutchinson_newenglandthruway/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/hutchinson_newenglandthruway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.886750,-73.815240 | |||||||||||||||
| 3995 | Beach Channel Drive Overpass | This bridge has a notable skew and is a later example of a stone-faced concrete overpass in the city. The technical description of the main or most noteworthy span of the bridge is a 68 ft (20.73 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 40.571330 | -73.869360 | Beach Channel Drive (Westbound) | Beach Channel Drive (Eastbound) | New York | Queens, New York | New York | United States | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1950 | 0 | Unknown | 2 | 1 | 68 | 20.73 | 79.7 | 24.29 | 34.8 | 10.61 | https://historicbridges.org/newyork/rockawaybeachboulevardbridge/little_rockawaybeachboulevardbridge010339_small.jpg | https://historicbridges.org/newyork/rockawaybeachboulevardbridge/little_rockawaybeachboulevardbridge010339.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/rockawaybeachboulevardbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.571330,-73.869360 | |||||||||||||||
| 3996 | Pelham Railroad Bridge | This early surviving example of a Scherzer rolling lift bascule was apparantly once one of three here. The technical description of the main or most noteworthy span of the bridge is a 81.6 ft (24.87 m) metal rivet-connected Warren through truss, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Unknown. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. | 40.863300 | -73.818000 | Railroad (Amtrak) | Hutchinson River (Eastchester Bay) | New York | The Bronx, New York | New York | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Single Leaf Bascule | Rolling Lift | 0 | 1 | 0 | 0 | 1908 | 0 | Unknown | Scherzer Rolling Lift Bridge Company of Chicago, Illinois | 7 | 7 | 81.6 | 24.87 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/hutchinsonriverrr/little_hutchinsonriverrr011104_small.jpg | https://historicbridges.org/newyork/hutchinsonriverrr/little_hutchinsonriverrr011104.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/hutchinsonriverrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.863300,-73.818000 | ||||||||||||
| 3998 | Castleton Bridge | Castleton-On-Hudson Bridge | This attractive truss is a pleasing sight along this section of the New York State Thruway. The technical description of the main or most noteworthy span of the bridge is a 600 ft (182.88 m) metal continuous rivet-connected Modified Warren (Subdivided) through truss, fixed. The bridge was primarily built by Harris Structural Steel Company of New York, New York. | 42.509900 | -73.775000 | New York State Thruway (Berkshire Spur) | Hudson River | Castleton-On-Hudson | Albany County, New York and Rensselaer County, New York | New York | United States | Metal | Modified Warren (Subdivided) | Rivet-Connected | Through | Truss | Fixed | 20 | Continuous | 3 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 53 | 1958 | 1996 | Harris Structural Steel Company of New York, New York | 6 | 7 | 600 | 182.88 | 5369.4 | 1636.59 | 66.3 | 20.21 | https://historicbridges.org/newyork/castletononhudsonbridge/little_castletonbridgeadd_6715_small.jpg | https://historicbridges.org/newyork/castletononhudsonbridge/little_castletonbridgeadd_6715.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/castletononhudsonbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.509900,-73.775000 | |||||||||
| 3999 | Old Judd Road Bridge | Colemans Mills | This bridge has a European look to it thanks to its highly unusual genuinely curved top chord. The technical description of the main or most noteworthy span of the bridge is a 102 ft (31.09 m) metal rivet-connected Parker pony truss, fixed. The bridge was primarily built by Unknown. | 43.130230 | -75.347280 | Old Judd Road | Oriskany Creek | Colemans Mills | Oneida County, New York | New York | United States | Metal | Parker | Rivet-Connected | Pony | Truss | Fixed | 10 | 1 | 0 | 0 | 1925 | 1957 | Unknown | 8 | 8 | 102 | 31.09 | 106 | 32.31 | 17.7 | 5.39 | https://historicbridges.org/newyork/oldjuddroadcolemansmills/little_oldjuddroadcolemansmills008242_small.jpg | https://historicbridges.org/newyork/oldjuddroadcolemansmills/little_oldjuddroadcolemansmills008242.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/oldjuddroadcolemansmills/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.130230,-75.347280 | |||||||||||||
| 4000 | Buttonwood Street Bridge | This beautiful concrete arch bridge is noted for its attractive and unusual railing design, as well as its rigid-frame approach spans. The technical description of the main or most noteworthy span of the bridge is a 123 ft (37.49 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by John H. Wickersham. The bridge was primarily designed by Concrete-Steel Engineering Company of New York, New York. | 40.339260 | -75.942860 | Buttonwood Street | Schuylkill River, US-422, Railroad, and River Road | Reading | Berks County, Pennsylvania | Pennsylvania | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 3 | Concrete | Rigid-Frame | Fixed | 0 | 6 | 1932 | 1972 | John H. Wickersham | Concrete-Steel Engineering Company of New York, New York | 7 | 7 | 123 | 37.49 | 770 | 234.7 | 40 | 12.19 | https://historicbridges.org/pennsylvania/buttonwoodstreet/little_buttonwoodstreet012352_small.jpg | https://historicbridges.org/pennsylvania/buttonwoodstreet/little_buttonwoodstreet012352.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/buttonwoodstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.339260,-75.942860 | |||||||||||
| 4002 | Schuylkill Avenue Bridge | Although hard to photograph, this arch bridge which is built on a curve is an attractive structure. The technical description of the main or most noteworthy span of the bridge is a 106 ft (32.31 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Seeds and Derham of Philadelphia, Pennsylvania. The bridge was primarily designed by Charles F. Sanders. | 40.350540 | -75.943540 | Schuylkill Avenue (PA-183) | Schuylkill River, River Road, and Railroad | Reading | Berks County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 5 | Concrete | T-Beam | Fixed | 0 | 2 | 1924 | 1981 | Seeds and Derham of Philadelphia, Pennsylvania | Charles F. Sanders | 7 | 6 | 106 | 32.31 | 670 | 204.22 | 48 | 14.63 | https://historicbridges.org/pennsylvania/schuylkillavenue/little_schuylkillavenue012308_small.jpg | https://historicbridges.org/pennsylvania/schuylkillavenue/little_schuylkillavenue012308.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/schuylkillavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.350540,-75.943540 | |||||||||||
| 4004 | ! | Wiley's Bridge | This beautiful bridge is an early, and one of the largest, rarest, and most ornate examples of the Penn Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania. | 40.439140 | -75.926640 | Bowers Road (TR-748) | Maiden Creek | Rural | Berks County, Pennsylvania | Pennsylvania | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 14 | 1 | 0 | 0 | 1883 | 1942 | Penn Bridge Company of Beaver Falls, Pennsylvania | 8 | 8 | 200 | 60.96 | 202 | 61.57 | 17.4 | 5.3 | https://historicbridges.org/pennsylvania/wileysbridge/little_wileysbridge053_small.jpg | https://historicbridges.org/pennsylvania/wileysbridge/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/wileysbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.439140,-75.926640 | |||||||||||||
| 4009 | Lime Valley Road Bridge | One of only a few concrete cantilever girder bridges in the entire country, and one of two in Lancaster County. The technical description of the main or most noteworthy span of the bridge is a 62 ft (18.9 m) concrete cantilever curved chord through girder, fixed. The bridge was primarily built by M. Rorabaugh of Mountville, Pennsylvania. | 39.963440 | -76.229360 | Lime Valley Road (PA-2030) | Pequea Creek | Rural | Lancaster County, Pennsylvania | Pennsylvania | United States | Concrete | Curved Chord Through | Girder | Fixed | 0 | Cantilever | 3 | 0 | 0 | 1927 | 0 | M. Rorabaugh of Mountville, Pennsylvania | 9 | 9 | 62 | 18.9 | 132 | 40.23 | 20 | 6.1 | https://historicbridges.org/pennsylvania/limevalleyroad/little_limevalleyroad012602_small.jpg | https://historicbridges.org/pennsylvania/limevalleyroad/little_limevalleyroad012602.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/limevalleyroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.963440,-76.229360 | |||||||||||||||
| 4010 | ! | Farmersville Road Bridge | One of only a few concrete cantilever girder bridges in the entire country, and the older of two in Lancaster County. The technical description of the main or most noteworthy span of the bridge is a 66 ft (20.12 m) concrete cantilever curved chord through girder, fixed. The bridge was primarily built by Paul D. Kauffman of Reading, Pennsylvania. The bridge was primarily designed by Frank H. Shaw of Lancaster, Pennstlvania. | 40.127920 | -76.199760 | Farmersville Road (PA-1010) | Conestoga River (Big Conestoga Creek) | Rural | Lancaster County, Pennsylvania | Pennsylvania | United States | Concrete | Curved Chord Through | Girder | Fixed | 0 | Cantilever | 3 | 0 | 0 | 1917 | 0 | Paul D. Kauffman of Reading, Pennsylvania | Frank H. Shaw of Lancaster, Pennstlvania | 9 | 9 | 66 | 20.12 | 134 | 40.84 | 18 | 5.49 | https://historicbridges.org/pennsylvania/farmersvillerd/little_farmersvilleroad012512_small.jpg | https://historicbridges.org/pennsylvania/farmersvillerd/little_farmersvilleroad012512.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/farmersvillerd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.127920,-76.199760 | |||||||||||||
| 4011 | Andrewsville Bridge | This charming through truss has been spared demolition thanks to the support of area residents. The technical description of the main or most noteworthy span of the bridge is a 124.3 ft (37.89 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. | 44.951170 | -75.819480 | Andrewsville Road | Rideau River | Rural | Lanark County, Ontario and Leeds and Grenville United Counties, Ontario | Ontario | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | Dominion Bridge Company of Montréal, Québec | 6 | 7 | 124.3 | 37.89 | 157.7 | 48.07 | 14.4 | 4.39 | https://historicbridges.org/ontario/andrewsville/little_andrewsville2476_small.jpg | https://historicbridges.org/ontario/andrewsville/little_andrewsville2476.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/andrewsville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.951170,-75.819480 | |||||||||||
| 4013 | Ogdensburg-Prescott Bridge | Seaway Skyway Bridge | Designed and built by prolific firms, this monumental bridge has a curved design and a variety of span types. The technical description of the main or most noteworthy span of the bridge is a 1142.8 ft (348.33 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Modjeski and Masters. | 44.734770 | -75.458850 | NY-812 | St. Lawrence River (Fleuve Saint-Laurent) | Prescott and Ogdensburg | Leeds and Grenville United Counties, Ontario and St. Lawrence County, New York | Ontario and New York | Canada | Metal | Pony Truss Stiffening | Wire Cable | Suspension | Fixed | 0 | 3 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 10 | 29 | 1960 | 2011 | American Bridge Company of New York, New York | Modjeski and Masters | 7 | 7 | 1142.8 | 348.33 | 7385.2 | 2251.01 | 26 | 7.92 | https://historicbridges.org/ontario/prescottogdensburg/little_prescottogdensburg1844_6_7_fused_small.jpg | https://historicbridges.org/ontario/prescottogdensburg/little_prescottogdensburg1844_6_7_fused.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/prescottogdensburg/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.734770,-75.458850 | |||||||
| 4015 | Iron Bridge Road Bridge | This early 20th century truss bridge was relocated here onto 1868 abutments in 1924. The technical description of the main or most noteworthy span of the bridge is a 76 ft (23.16 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 40.141640 | -74.616290 | Iron Bridge Road | Crosswicks Creek | Rural | Burlington County, New Jersey and Mercer County, New Jersey | New Jersey | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 7 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 0 | 0 | 1994 | Unknown | 6 | 6 | 76 | 23.16 | 103 | 31.39 | 16.7 | 5.09 | https://historicbridges.org/newjersey/ironbridgeroad/little_elaine_ironbridgeroad26_small.jpg | https://historicbridges.org/newjersey/ironbridgeroad/little_elaine_ironbridgeroad26.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/ironbridgeroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.141640,-74.616290 | |||||||||||
| 4017 | Walnford Mill Road Bridge | This pony truss is both rare and significant because it was made from Phoenix columns. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents. | 40.133420 | -74.560140 | Walnford Mill Road | Crosswicks Creek | Rural | Monmouth County, New Jersey | New Jersey | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1885 | 1948 | Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents | 8 | 8 | 0 | 0 | 62 | 18.9 | 14.8 | 4.51 | https://historicbridges.org/newjersey/walnfordmillroad/little_elaine_walnfordmillroad20_small.jpg | https://historicbridges.org/newjersey/walnfordmillroad/little_elaine_walnfordmillroad20.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/walnfordmillroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.133420,-74.560140 | ||||||||||||||
| 4018 | Harvey Road Bridge | This is a small riveted pony truss bridge that is composed of paired angles. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 40.138020 | -74.516650 | Harvey Road | Miry Run | Rural | Monmouth County, New Jersey | New Jersey | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 1950 | Unknown | 5 | 5 | 0 | 0 | 40 | 12.19 | 15 | 4.57 | https://historicbridges.org/newjersey/harveyroad/little_elaine_harveyroad8_small.jpg | https://historicbridges.org/newjersey/harveyroad/little_elaine_harveyroad8.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/harveyroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.138020,-74.516650 | ||||||||||||||
| 4019 | Meirs Road Bridge | This is a small riveted pony truss bridge that is composed of paired angles. The technical description of the main or most noteworthy span of the bridge is a 14 ft (4.27 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 40.117480 | -74.493330 | Meirs Road | Lahaway Creek | Rural | Monmouth County, New Jersey | New Jersey | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 1991 | Unknown | 5 | 5 | 14 | 4.27 | 42 | 12.8 | 15 | 4.57 | https://historicbridges.org/newjersey/lahaway/little_elaine_lahaway1_small.jpg | https://historicbridges.org/newjersey/lahaway/little_elaine_lahaway1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/lahaway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.117480,-74.493330 | ||||||||||||||
| 4023 | Centennial Bridge | Rock Island Centennial Bridge | The first tied arch bridge over the Mississippi, the multiple arch spans make this a unique landmark bridge. The technical description of the main or most noteworthy span of the bridge is a 538 ft (163.98 m) metal tied Solid Ribbed through arch, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Ash, Howard, Needles, and Tammen of New York, New York. | 41.514510 | -90.581330 | US-67 | Mississippi River and Various Streets and Railroads | Davenport and Rock Island | Scott County, Iowa and Rock Island County, Illinois | Iowa | United States | Metal | Solid Ribbed | Tied | Through | Arch | Fixed | 0 | 5 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 24 | 1940 | 2005 | American Bridge Company of New York, New York | Ash, Howard, Needles, and Tammen of New York, New York | 8 | 8 | 538 | 163.98 | 3853.2 | 1174.46 | 46 | 14.02 | https://historicbridges.org/iowa/centennialbridge/little_centennialbridge6173_small.jpg | https://historicbridges.org/iowa/centennialbridge/little_centennialbridge6173.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/centennialbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.514510,-90.581330 | |||||||||
| 4025 | Government Bridge | Arsenal Bridge | This unusual army-owned double-deck bridge was the first large bridge designed by famous bridge engineer Ralph Modjeski. The technical description of the main or most noteworthy span of the bridge is a 365.6 ft (111.43 m) metal pin-connected Baltimore through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. The bridge was primarily designed by Ralph Modjeski. | 41.519170 | -90.566940 | Fort Armstrong Avenue (2nd Street) and Railroad () | Mississippi River and Various Streets and Railroads | Davenport and Rock Island | Scott County, Iowa and Rock Island County, Illinois | Iowa | United States | Metal | Baltimore | Pin-Connected | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 16 | 1 | Metal | Baltimore | Pin-Connected | Through | Truss | Fixed | 12 | 7 | 1896 | 0 | Phoenix Bridge Company of Phoenixville, Pennsylvania | Ralph Modjeski | 9 | 9 | 365.6 | 111.43 | 1847.9 | 563.24 | 25.3 | 7.71 | https://historicbridges.org/iowa/arsenalbridge/little_arsenalbridge6135_small.jpg | https://historicbridges.org/iowa/arsenalbridge/little_arsenalbridge6135.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/arsenalbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.519170,-90.566940 | |||||
| 4026 | Metropolitan Elevated Railroad Bridge | Paulina Connector Railroad Bridge | A very important remnant of a former elevated railroad line. The technical description of the main or most noteworthy span of the bridge is a 256 ft (78.03 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by Unknown. | 41.888561 | -87.670190 | Railroad (Abandoned Metropolitan Elevated Railroad) | Railroad (Metra Union Pacific West, Metra Milwaukee District West, and Union Pacific) | Chicago | Cook County, Illinois | Illinois | United States | Metal | Camelback | Pin-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1895 | 0 | Unknown | 7 | 8 | 256 | 78.03 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/paulina/little_pict9912_small.jpg | https://historicbridges.org/illinois/paulina/little_pict9912.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/paulina/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.888561,-87.670190 | |||||||||||||
| 4027 | Province Line Road Bridge | This rare Phoenix column truss bridge retains its ornamentation, but has had lead-bearing supports added underneath. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents. | 40.139120 | -74.587410 | Province Line Road | Crosswicks Creek | Rural | Monmouth County, New Jersey | New Jersey | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1891 | 1994 | Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents | 8 | 8 | 110 | 33.53 | 111 | 33.83 | 15.4 | 4.69 | https://historicbridges.org/newjersey/provincelineroad/little_elaine_provincelineroad1_small.jpg | https://historicbridges.org/newjersey/provincelineroad/little_elaine_provincelineroad1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/provincelineroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.139120,-74.587410 | ||||||||||||||
| 4028 | ! | Caledonia Bridge | This impressive, nationally significant structure is the longest rainbow arch bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a 72.58 ft (22.12 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Randolph MacDonald Company of Toronto, Ontario. | 43.072230 | -79.952510 | Argyle Street | Grand River | Caledonia | Haldimand County, Ontario | Ontario | Canada | Concrete | Rainbow | Through | Arch | Fixed | 0 | 9 | 0 | 0 | 1927 | 1984 | Randolph MacDonald Company of Toronto, Ontario | 10 | 10 | 72.58 | 22.12 | 700 | 213.36 | 42 | 12.8 | https://historicbridges.org/ontario/caledonia/bkg_bridge032_small.jpg | https://historicbridges.org/ontario/caledonia/c.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/caledonia/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.072230,-79.952510 | ||||||||||||||
| 4032 | Dane Road Bridge | F. W. Kent Park Bowstring Arch Bridge | This rare bowstring truss is part of a unique collection of seven historic truss bridges relocated and reused in F. W. Kent Park. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 41.726960 | -91.729460 | Rod Dunlap Memorial Bridge Trail | F. W. Kent Park Lake | Rural | Johnson County, Iowa | Iowa | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Pony | Truss | Fixed | 8 | 1 | 0 | 0 | 0 | 0 | King Bridge Company of Cleveland, Ohio | 9 | 9 | 70 | 21.34 | 0 | 0 | 0 | 0 | https://historicbridges.org/iowa/fwkentdaneroadbridge/little_daneroadbridge3987_small.jpg | https://historicbridges.org/iowa/fwkentdaneroadbridge/little_daneroadbridge3987.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/fwkentdaneroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.726960,-91.729460 | |||||||||||||
| 4033 | Maier Avenue Bridge | F. W. Kent Park High Truss Bridge | This is the only through truss among the collection of historic truss bridges moved to F. W. Kent Park. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Pratt Bridge Company of Coffeyville, Kansas. | 41.722920 | -91.728910 | Rod Dunlap Memorial Bridge Trail | F. W. Kent Park Lake | Rural | Johnson County, Iowa | Iowa | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 1902 | 0 | Pratt Bridge Company of Coffeyville, Kansas | 7 | 7 | 70 | 21.34 | 0 | 0 | 0 | 0 | https://historicbridges.org/iowa/fwkentmaieravenue/little_maieravenue3709_small.jpg | https://historicbridges.org/iowa/fwkentmaieravenue/little_maieravenue3709.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/fwkentmaieravenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.722920,-91.728910 | |||||||||||||
| 4034 | F. W. Kent Park Roof Truss Bridge | This bridge was made from salvaged 1930s roof trusses, which appear to be an old example of welded trusses. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal welded Bowstring pony truss, fixed. The bridge was primarily built by Unknown. | 41.730660 | -91.730830 | Rod Dunlap Memorial Bridge Trail | F. W. Kent Park Lake | Rural | Johnson County, Iowa | Iowa | United States | Metal | Bowstring | Welded | Pony | Truss | Fixed | 10 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 75 | 22.86 | 0 | 0 | 0 | 0 | https://historicbridges.org/iowa/fwkentrooftruss/little_rooftruss3837_small.jpg | https://historicbridges.org/iowa/fwkentrooftruss/little_rooftruss3837.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/fwkentrooftruss/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.730660,-91.730830 | ||||||||||||||
| 4036 | Bayertown Road Bridge | F. W. Kent Park Half Hip Pony Truss Bridge | This bridge is an example of a Pratt truss with the least number of possible panels. The technical description of the main or most noteworthy span of the bridge is a 35 ft (10.67 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 41.726630 | -91.731920 | Rod Dunlap Memorial Bridge Trail | F. W. Kent Park Lake | Rural | Johnson County, Iowa | Iowa | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 2 | 1 | 0 | 0 | 0 | 0 | King Bridge Company of Cleveland, Ohio | 6 | 6 | 35 | 10.67 | 0 | 0 | 0 | 0 | https://historicbridges.org/iowa/fwkentbayertownroad/little_bayertownroad3792_small.jpg | https://historicbridges.org/iowa/fwkentbayertownroad/little_bayertownroad3792.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/fwkentbayertownroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.726630,-91.731920 | |||||||||||||
| 4037 | Buck Creek Bridge | F. W. Kent Park Pratt Half Hip Pony Truss Bridge | This is the largest pin-connected pony truss bridge in this park that features seven relocated historic truss bridges. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Iowa Bridge Company of Des Moines, Iowa. | 41.726180 | -91.729280 | Rod Dunlap Memorial Bridge Trail | F. W. Kent Park Lake | Rural | Johnson County, Iowa | Iowa | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1908 | 0 | Iowa Bridge Company of Des Moines, Iowa | 6 | 6 | 40 | 12.19 | 0 | 0 | 0 | 0 | https://historicbridges.org/iowa/fwkentbuckcreekbridge/little_buckcreekbridge3925_small.jpg | https://historicbridges.org/iowa/fwkentbuckcreekbridge/little_buckcreekbridge3925.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/fwkentbuckcreekbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.726180,-91.729280 | |||||||||||||
| 4038 | Otter Creek Bridge | F. W. Kent Park Pony Truss Bridge | This attractive bridge is noted for its use of v-lacing instead of cover plate, giving it a distinctive appearance. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) metal pin-connected Queenpost pony truss, fixed. The bridge was primarily built by Unknown. | 41.730020 | -91.730310 | Rod Dunlap Memorial Bridge Trail | F. W. Kent Park Lake | Rural | Johnson County, Iowa | Iowa | United States | Metal | Queenpost | Pin-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 30 | 9.14 | 0 | 0 | 0 | 0 | https://historicbridges.org/iowa/fwkentottercreek/little_ottercreek3891_small.jpg | https://historicbridges.org/iowa/fwkentottercreek/little_ottercreek3891.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/fwkentottercreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.730020,-91.730310 | |||||||||||||
| 4039 | F. W. Kent Park Queenpost Pony Truss Bridge | F. W. Kent Park Pony Truss Bridge | One of two Queenpost truss bridges that have been relocated to this unique park. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) metal pin-connected Queenpost pony truss, fixed. The bridge was primarily built by Unknown. | 41.725530 | -91.731470 | Rod Dunlap Memorial Bridge Trail | F. W. Kent Park Lake | Rural | Johnson County, Iowa | Iowa | United States | Metal | Queenpost | Pin-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 30 | 9.14 | 0 | 0 | 0 | 0 | https://historicbridges.org/iowa/fwkentqueenpost/little_queenpost3759_small.jpg | https://historicbridges.org/iowa/fwkentqueenpost/little_queenpost3759.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/fwkentqueenpost/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.725530,-91.731470 | |||||||||||||
| 4040 | Quarry Bridge | This attractive Whipple truss bridge is closed to traffic but would be feasible to restore. The technical description of the main or most noteworthy span of the bridge is a 148 ft (45.11 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 42.026380 | -92.808090 | Three Bridges Road | Iowa River | Quarry | Marshall County, Iowa | Iowa | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1885 | 0 | King Bridge Company of Cleveland, Ohio | 8 | 8 | 148 | 45.11 | 150 | 45.72 | 16 | 4.88 | https://historicbridges.org/iowa/quarrybridge/little_quarrybridge2994_small.jpg | https://historicbridges.org/iowa/quarrybridge/little_quarrybridge2994.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/quarrybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.026380,-92.808090 | ||||||||||||||
| 4043 | Black Bridge | This bridge is noted for its combination of spans including a through and pony truss. The technical description of the main or most noteworthy span of the bridge is a 168 ft (51.21 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 41.919900 | -92.434120 | 360th Street | Iowa River | Rural | Tama County, Iowa | Iowa | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 9 | 1 | Metal | Warren | Rivet-Connected | Pony | Truss | 4 | 1 | 1914 | 1972 | Unknown | 7 | 7 | 168 | 51.21 | 250 | 76.2 | 14.8 | 4.51 | https://historicbridges.org/iowa/blackbridge/little_blackbridge3489_small.jpg | https://historicbridges.org/iowa/blackbridge/little_blackbridge3489.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/blackbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.919900,-92.434120 | |||||||||
| 4045 | Yates Avenue Bridge | This bridge features an unusual design of truss members that was found on a number of highway over railroad type bridges. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 42.015630 | -92.804170 | Yates Avenue | Railroad (Union Pacific) | Rural | Marshall County, Iowa | Iowa | United States | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 7 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 6 | 0 | 0 | Unknown | 7 | 6 | 75 | 22.86 | 162 | 49.38 | 20.3 | 6.19 | https://historicbridges.org/iowa/yatesavenue/little_yatesavenue3018_small.jpg | https://historicbridges.org/iowa/yatesavenue/little_yatesavenue3018.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/yatesavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.015630,-92.804170 | |||||||||||
| 4048 | Webster Street Bridge | Zola Avenue Bridge | This skewed bridge has both unusual design details and some unusual alterations. The technical description of the main or most noteworthy span of the bridge is a 79 ft (24.08 m) metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Unknown. | 41.999660 | -92.775600 | Webster Street (Zola Avenue) | Railroad (Union Pacific) | Le Grand | Marshall County, Iowa | Iowa | United States | Metal | Double-Intersection Warren | Rivet-Connected | Pony | Truss | Fixed | 7 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 6 | 0 | 0 | Unknown | 7 | 6 | 79 | 24.08 | 130 | 39.62 | 20.3 | 6.19 | https://historicbridges.org/iowa/websterstreetzolaavenue/little_websterstreetzolaavenue3126_small.jpg | https://historicbridges.org/iowa/websterstreetzolaavenue/little_websterstreetzolaavenue3126.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/websterstreetzolaavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.999660,-92.775600 | ||||||||||
| 4049 | B Avenue Bridge | This skewed bridge has both unusual design details and some unusual alterations. The technical description of the main or most noteworthy span of the bridge is a 79 ft (24.08 m) metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Unknown. | 41.991060 | -92.745880 | B Avenue | Railroad (Union Pacific) | Rural | Tama County, Iowa | Iowa | United States | Metal | Double-Intersection Warren | Rivet-Connected | Pony | Truss | Fixed | 7 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 4 | 0 | 0 | Unknown | 7 | 6 | 79 | 24.08 | 136 | 41.45 | 18 | 5.49 | https://historicbridges.org/iowa/bavenue/little_bavenue3145_small.jpg | https://historicbridges.org/iowa/bavenue/little_bavenue3145.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/bavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.991060,-92.745880 | |||||||||||
| 4050 | E Avenue Bridge | This charming bridge has been abandoned but would be a great bridge to preserve. The technical description of the main or most noteworthy span of the bridge is a 119 ft (36.27 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by George E. King Bridge Company of Des Moines, Iowa. | 42.181910 | -92.689300 | E Avenue | Wolf Creek | Rural | Tama County, Iowa | Iowa | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1895 | 1980 | George E. King Bridge Company of Des Moines, Iowa | 7 | 7 | 119 | 36.27 | 120 | 36.58 | 15.7 | 4.79 | https://historicbridges.org/iowa/eavenuenorth/little_eavenuenorth2835_small.jpg | https://historicbridges.org/iowa/eavenuenorth/little_eavenuenorth2835.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/eavenuenorth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.181910,-92.689300 | ||||||||||||||
| 4053 | Sutliff Bridge | Sutliff's Ferry Bridge | A locally cherished bridge, one span of this impressive bridge was destroyed by a flood and replaced with a modern span. The technical description of the main or most noteworthy span of the bridge is a 214.5 ft (65.38 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Fair-Williams Bridge and Manufacturing Company of Ottumwa, Iowa and J. R. Sheely and Company of Des Moines, Iowa. The bridge was primarily designed by George W. Wynn of Iowa City, Iowa. | 41.839790 | -91.392890 | Sutliff Road (CR-F14) | Cedar River | Sutliff | Johnson County, Iowa | Iowa | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 11 | 3 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 9 | 1897 | 2012 | Fair-Williams Bridge and Manufacturing Company of Ottumwa, Iowa and J. R. Sheely and Company of Des Moines, Iowa | George W. Wynn of Iowa City, Iowa | 7 | 8 | 214.5 | 65.38 | 833 | 253.9 | 16 | 4.88 | https://historicbridges.org/iowa/sutliffbridge/little_sutliffbridge4385_small.jpg | https://historicbridges.org/iowa/sutliffbridge/little_sutliffbridge4385.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/sutliffbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.839790,-91.392890 | |||||||||
| 4057 | ! | Black Hawk Bridge | Lansing Bridge | One of the most unusual, beautiful, and significant bridges on the Mississippi River. The technical description of the main or most noteworthy span of the bridge is a 652.3 ft (198.82 m) metal cantilever multiple-type-connected Pennsylvania through truss, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Melvin B. Stone of Minneapolis, Minnesota. | 43.365380 | -91.214440 | IA-9 and WI-82 (Ballou Street) | Mississippi River | Lansing | Allamakee County, Iowa and Crawford County, Wisconsin | Iowa and Wisconsin | United States | Metal | Pennsylvania | Multiple-Type-Connected | Through | Truss | Fixed | 22 | Cantilever | 3 | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 6 | 6 | 1931 | 1955 | McClintic-Marshall Company of Pittsburgh, Pennsylvania | Melvin B. Stone of Minneapolis, Minnesota | 9 | 10 | 652.3 | 198.82 | 1630.7 | 497.04 | 21 | 6.4 | https://historicbridges.org/iowa/lansing/little_zimg_20211016_155612_small.jpg | https://historicbridges.org/iowa/lansing/little_addlansing_4648.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/lansing/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.365380,-91.214440 | ||||
| 4058 | Fremont Mill Bridge | Central Park Bridge | One of the oldest, largest, and most complete examples of its unusual, patented type in the country. The technical description of the main or most noteworthy span of the bridge is a 127 ft (38.71 m) metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. | 42.110489 | -91.140443 | Central Park Trail | Park Lake | Central Park | Jones County, Iowa | Iowa | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Through | Truss | Fixed | 0 | 1 | 0 | 0 | 1873 | 1985 | Massillon Bridge Company of Massillon, Ohio | 9 | 9 | 127 | 38.71 | 127 | 38.71 | 16 | 4.88 | https://historicbridges.org/iowa/centralpark/little_dscf6304_small.jpg | https://historicbridges.org/iowa/centralpark/little_dscf6304.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/centralpark/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.110489,-91.140443 | |||||||||||||
| 4063 | Hale Bridge | Wapsipinicon River Bridge | A rare multi-span bowstring, this is the longest bowstring bridge in Iowa and was relocated. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 42.092730 | -91.274690 | Park Pathway | Wapsipinicon River | Rural | Jones County, Iowa | Iowa | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Through | Truss | Fixed | 0 | 3 | 0 | 0 | 1879 | 2006 | King Bridge Company of Cleveland, Ohio | 9 | 9 | 100 | 30.48 | 263 | 80.16 | 0 | 0 | https://historicbridges.org/iowa/hale/little_halebridge4187_small.jpg | https://historicbridges.org/iowa/hale/little_halebridge4187.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/hale/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.092730,-91.274690 | |||||||||||||
| 4064 | Cemetery Road Bridge | Anamosa Bridge | A large, impressive, and ornate Pratt truss with excellent historic integrity. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Milwaukee Bridge and Iron Works of Milwaukee, Wisconsin. | 42.101180 | -91.292030 | Cemetery Road | Wapsipinicon River | Anamosa | Jones County, Iowa | Iowa | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1887 | 1975 | Milwaukee Bridge and Iron Works of Milwaukee, Wisconsin | 8 | 8 | 160 | 48.77 | 160 | 48.77 | 0 | 0 | https://historicbridges.org/iowa/cemetery/little_cemeteryroadbridge4271_small.jpg | https://historicbridges.org/iowa/cemetery/little_cemeteryroadbridge4271.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/cemetery/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.101180,-91.292030 | |||||||||||||
| 4067 | ! | Chimney Rock Bridge | Snell Bridge | Apparantly relocated here in 1952, this is a beautiful and significant bridge built by an uncommon and elusive builder. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Continental Bridge Company of Chicago and Peotone, Illinois. | 43.421430 | -91.934600 | Chimney Rock Road | Upper Iowa River | Rural | Winneshiek County, Iowa | Iowa | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1906 | 0 | Continental Bridge Company of Chicago and Peotone, Illinois | 7 | 8 | 160 | 48.77 | 162 | 49.38 | 16 | 4.88 | https://historicbridges.org/iowa/chimney/little_dscf6228_small.jpg | https://historicbridges.org/iowa/chimney/little_img_1671.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/chimney/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.421430,-91.934600 | ||||||||||||
| 4068 | Washington Mill Bridge | Iowa Bridge Number 145870 | An extremely rare example of a Massillon bowstring, this bridge features their unique pole and plate top chord. The technical description of the main or most noteworthy span of the bridge is a 113.2 ft (34.5 m) metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. | 42.304030 | -90.780820 | Creek Branch Lane | Prairie Creek | Rural | Dubuque County, Iowa | Iowa | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Through | Truss | Fixed | 0 | 1 | 0 | 0 | 1878 | 0 | Massillon Bridge Company of Massillon, Ohio | 9 | 9 | 113.2 | 34.5 | 114.2 | 34.81 | 13.8 | 4.21 | https://historicbridges.org/iowa/washingtonmill/little_washingtonmills5101_small.jpg | https://historicbridges.org/iowa/washingtonmill/little_washingtonmills5101.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/washingtonmill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.304030,-90.780820 | |||||||||||||
| 4069 | Fischer Road Bridge | Iowa Bridge Number 145610 | An attractive example of a bridge built by a noteworthy and prolific Iowa bridge builder. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Clinton Bridge and Iron Works of Clinton, Iowa. | 42.323560 | -90.795510 | Fischer Road | Prairie Creek | Rural | Dubuque County, Iowa | Iowa | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 1901 | 0 | Clinton Bridge and Iron Works of Clinton, Iowa | 7 | 7 | 80 | 24.38 | 81 | 24.69 | 15.7 | 4.79 | https://historicbridges.org/iowa/fischer/little_dscf6199_small.jpg | https://historicbridges.org/iowa/fischer/little_dscf6199.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/fischer/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.323560,-90.795510 | |||||||||||||
| 4071 | Shaw Road Bridge | Iowa Bridge Number 207750 | A good representative example of a rural 1920s truss bridge. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 42.083330 | -91.267480 | Shaw Road | Wapsipinicon River | Rural | Jones County, Iowa | Iowa | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 2 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1924 | 1954 | Unknown | 6 | 6 | 100 | 30.48 | 335 | 102.11 | 18.7 | 5.7 | https://historicbridges.org/iowa/shaw/little_shawroadbridge4097_small.jpg | https://historicbridges.org/iowa/shaw/little_shawroadbridge4097.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/shaw/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.083330,-91.267480 | ||||||||||
| 4073 | Freeport Bridge | This well-preserved bridge is the second longest historic bowstring truss span in the United States. The technical description of the main or most noteworthy span of the bridge is a 159.6 ft (48.65 m) metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 43.290440 | -91.759930 | Park Trail | Park Grounds | Decorah | Winneshiek County, Iowa | Iowa | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Through | Truss | Fixed | 12 | 1 | 0 | 0 | 1878 | 0 | Wrought Iron Bridge Company of Canton, Ohio | 9 | 9 | 159.6 | 48.65 | 160 | 48.77 | 16 | 4.88 | https://historicbridges.org/iowa/freeport/little_dscf5434_small.jpg | https://historicbridges.org/iowa/freeport/little_dscf5434.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/freeport/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.290440,-91.759930 | ||||||||||||||
| 4074 | Moneek Bridge | Eureka Bridge | This small bridge is one of the most unusual and important bowstrings in Iowa. The technical description of the main or most noteworthy span of the bridge is a 26.7 ft (8.14 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by Allen, McEvoy and Company of Beloit, Wisconsin. | 43.108850 | -91.674300 | Exhibit | Park Grounds | Castalia | Winneshiek County, Iowa | Iowa | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Pony | Truss | Fixed | 10 | 1 | 0 | 0 | 1872 | 1994 | Allen, McEvoy and Company of Beloit, Wisconsin | 9 | 9 | 26.7 | 8.14 | 28.7 | 8.75 | 15.7 | 4.79 | https://historicbridges.org/iowa/moneek/little_moneekbridge2551_small.jpg | https://historicbridges.org/iowa/moneek/little_moneekbridge2551.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/moneek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.108850,-91.674300 | |||||||||||||
| 4075 | Cold Water Creek Road Bridge | Iowa Bridge Number 349700 | A short and late example of a standard riveted truss in Iowa. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 43.434170 | -91.947590 | Cold Water Creek Road | Cold Water Creek | Rural | Winneshiek County, Iowa | Iowa | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 1962 | 0 | Unknown | 4 | 3 | 50 | 15.24 | 50 | 15.24 | 21 | 6.4 | https://historicbridges.org/iowa/coldwatercreek/little_coldwatercreekroadbridge2395_small.jpg | https://historicbridges.org/iowa/coldwatercreek/little_coldwatercreekroadbridge2395.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/coldwatercreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.434170,-91.947590 | |||||||||||||
| 4076 | Hog's Back Bridge | Iowa Bridge Number 52540 | This bridge has an unusual appearance for its type and is surrounded by a dramatic landscape. The technical description of the main or most noteworthy span of the bridge is a 84 ft (25.6 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 43.295710 | -91.808840 | US-52 | Dry Run (Drainage Channel) | Decorah | Winneshiek County, Iowa | Iowa | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1963 | 0 | Unknown | 1 | 2 | 84 | 25.6 | 103 | 31.39 | 30.2 | 9.2 | https://historicbridges.org/iowa/us52dryrun/little_dscf5513_small.jpg | https://historicbridges.org/iowa/us52dryrun/little_dscf5513.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/us52dryrun/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.295710,-91.808840 | ||||||||||||||
| 4077 | Lower Road Bridge | This rare two-span bowstring is in great condition but is privately owned. The technical description of the main or most noteworthy span of the bridge is a metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 42.114770 | -91.305890 | Lower Road (Privatized) | Buffalo Creek | Rural | Jones County, Iowa | Iowa | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Through | Truss | Fixed | 0 | 1 | Metal | Bowstring | Threaded Rod-Nut Connected | Pony | Truss | Fixed | 0 | 1 | 1878 | 0 | King Bridge Company of Cleveland, Ohio | 9 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/iowa/lower/little_dscf6141_small.jpg | https://historicbridges.org/iowa/lower/little_dscf6141.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/lower/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.114770,-91.305890 | ||||||||
| 4078 | Scenic River Road Bridge | Iowa Bridge Number 348950 | One of several nationally significant kingpost truss bridges in Winneshiek county. The technical description of the main or most noteworthy span of the bridge is a 32.2 ft (9.81 m) metal multiple-type-connected Kingpost pony truss, fixed. The bridge was primarily built by R.D. Wheaton Bridge Company of Chicago, Illinois. | 43.363780 | -91.879670 | Scenic River Road | Unnamed Creek | Rural | Winneshiek County, Iowa | Iowa | United States | Metal | Kingpost | Multiple-Type-Connected | Pony | Truss | Fixed | 2 | 1 | 0 | 0 | 0 | 1946 | R.D. Wheaton Bridge Company of Chicago, Illinois | 9 | 9 | 32.2 | 9.81 | 33 | 10.06 | 15.4 | 4.69 | https://historicbridges.org/iowa/scenicriver/little_dscf6058_small.jpg | https://historicbridges.org/iowa/scenicriver/little_dscf6058.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/scenicriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.363780,-91.879670 | |||||||||||||
| 4079 | Martha Creek Private Bridge | This nationally significant Kingpost was relocated to a private driveway but remains viewable to the general public. The technical description of the main or most noteworthy span of the bridge is a metal multiple-type-connected Kingpost pony truss, fixed. The bridge was primarily built by R.D. Wheaton Bridge Company of Chicago, Illinois. | 43.414210 | -91.974040 | Private Driveway | Martha Creek | Rural | Winneshiek County, Iowa | Iowa | United States | Metal | Kingpost | Multiple-Type-Connected | Pony | Truss | Fixed | 2 | 1 | 0 | 0 | 0 | 0 | R.D. Wheaton Bridge Company of Chicago, Illinois | 9 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/iowa/marthacreek/little_marthacreekprivatebridge2532_small.jpg | https://historicbridges.org/iowa/marthacreek/little_marthacreekprivatebridge2532.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/marthacreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.414210,-91.974040 | ||||||||||||||
| 4080 | Winneshiek Slough Bridge | This attractive bridge is a late example of a riveted continuous deck truss. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) metal continuous rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 43.390950 | -91.179830 | WI-82 | Winneshiek Slough (Mississippi River Backwaters) and Railroad (BNSF) | Rural | Crawford County, Wisconsin | Wisconsin | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 10 | Continuous | 3 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 1956 | 0 | Unknown | 5 | 5 | 170 | 51.82 | 639.5 | 194.92 | 26 | 7.92 | https://historicbridges.org/wisconsin/winneshiekslough/little_dscf5089_small.jpg | https://historicbridges.org/wisconsin/winneshiekslough/little_dscf5089.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/winneshiekslough/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.390950,-91.179830 | ||||||||||
| 4081 | U Avenue Bridge | This traditional pin-connected truss bridge is closed to traffic but would be easy to restore. The technical description of the main or most noteworthy span of the bridge is a 98 ft (29.87 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 42.053370 | -92.376510 | U Avenue | South Branch Salt Creek | Rural | Tama County, Iowa | Iowa | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1907 | 0 | Unknown | 7 | 7 | 98 | 29.87 | 100 | 30.48 | 15.7 | 4.79 | https://historicbridges.org/iowa/uavenue/little_uavenue3258_small.jpg | https://historicbridges.org/iowa/uavenue/little_uavenue3258.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/uavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.053370,-92.376510 | ||||||||||||||
| 4083 | 285th Street Bridge | If rehabilitated, this quaint through truss bridge could continue to carry light vehicular traffic for decades to come. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 42.028960 | -92.355240 | 285th Street | Salt Creek | Rural | Tama County, Iowa | Iowa | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1897 | 1935 | Unknown | 7 | 7 | 120 | 36.58 | 123 | 37.49 | 15.4 | 4.69 | https://historicbridges.org/iowa/285thstreet/little_285thstreet3303_small.jpg | https://historicbridges.org/iowa/285thstreet/little_285thstreet3303.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/285thstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.028960,-92.355240 | ||||||||||||||
| 4084 | 380th Street Bridge | This is an Iowa standard design riveted pony truss span of decent length. The technical description of the main or most noteworthy span of the bridge is a 95 ft (28.96 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 41.891880 | -92.300040 | 380th Street | Salt Creek | Rural | Tama County, Iowa | Iowa | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 10 | 1 | 0 | 0 | 1920 | 0 | Unknown | 6 | 5 | 95 | 28.96 | 98 | 29.87 | 16.7 | 5.09 | https://historicbridges.org/iowa/380thstreet/little_380thstreet3608_small.jpg | https://historicbridges.org/iowa/380thstreet/little_380thstreet3608.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/380thstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.891880,-92.300040 | ||||||||||||||
| 4086 | E Avenue Bridge | This is a standard design riveted through truss in Iowa. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 41.986780 | -92.700340 | E Avenue | Iowa River | Rural | Tama County, Iowa | Iowa | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1938 | 0 | Unknown | 6 | 6 | 160 | 48.77 | 331 | 100.89 | 18.7 | 5.7 | https://historicbridges.org/iowa/eavenuesouth/little_eavenuesouth3185_small.jpg | https://historicbridges.org/iowa/eavenuesouth/little_eavenuesouth3185.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/eavenuesouth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.986780,-92.700340 | |||||||||||
| 4087 | Long Point Bridge | P Avenue Bridge | This 1940s riveted truss bridge is wider than many of the riveted truss bridges remaining in Iowa. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 41.939610 | -92.478940 | P Avenue | Iowa River | Rural | Tama County, Iowa | Iowa | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 6 | 1941 | 0 | Unknown | 5 | 6 | 140 | 42.67 | 503 | 153.31 | 21.7 | 6.61 | https://historicbridges.org/iowa/pavenue/little_pavenue3336_small.jpg | https://historicbridges.org/iowa/pavenue/little_pavenue3336.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/pavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.939610,-92.478940 | ||||||||||
| 4089 | 5th Street Bridge | Lincoln Highway Mud Creek Bridge | This tiny and simple bridge was built with substantial ornamentation to advertise the Lincoln Highway and is historically significant for its association with that highway. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) concrete slab, fixed. The bridge was primarily built by Paul N. Kingsley of Strawberry Point, Iowa. | 41.963800 | -92.562220 | 5th Street (Historic Lincoln Highway) | Mud Creek | Tama | Tama County, Iowa | Iowa | United States | Concrete | Slab | Fixed | 0 | 1 | 0 | 0 | 1915 | 1987 | Paul N. Kingsley of Strawberry Point, Iowa | 6 | 6 | 20 | 6.1 | 22 | 6.71 | 24 | 7.32 | https://historicbridges.org/iowa/tama5thstreet/little_tama5thstreet3251_small.jpg | https://historicbridges.org/iowa/tama5thstreet/little_tama5thstreet3251.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/tama5thstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.963800,-92.562220 | ||||||||||||||||
| 4090 | Center Street Bridge | Concealed by both grass and an unimaginative metal railing, is the truth that this is a multi-span concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 76 ft (23.16 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 42.065760 | -92.922880 | Center Street | Asher Creek | Near Marshalltown | Marshall County, Iowa | Iowa | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | Concrete | T-Beam | Fixed | 0 | 1 | 1920 | 1978 | Unknown | 4 | 4 | 76 | 23.16 | 195 | 59.44 | 24 | 7.32 | https://historicbridges.org/iowa/centerstreet/little_centerstreet2826_small.jpg | https://historicbridges.org/iowa/centerstreet/little_centerstreet2826.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/centerstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.065760,-92.922880 | ||||||||||||
| 4092 | Gateway Bridge | South Bridge | This graceful mid-20th Century suspension bridge is noted for only having a single suspended span. The technical description of the main or most noteworthy span of the bridge is a 644 ft (196.29 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by Allied Structural Steel Company of Chicago, Illinois and Clinton Bridge and Iron Works of Clinton, Iowa. The bridge was primarily designed by Modjeski and Masters. | 41.837840 | -90.183290 | US-30 (8th Avenue and Clinton Road) | Mississippi River and Railroad | Clinton and Fulton | Clinton County, Iowa and Whiteside County, Illinois | Iowa | United States | Metal | Pony Truss Stiffening | Wire Cable | Suspension | Fixed | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 15 | 1956 | 0 | Allied Structural Steel Company of Chicago, Illinois and Clinton Bridge and Iron Works of Clinton, Iowa | Modjeski and Masters | 7 | 7 | 644 | 196.29 | 4165 | 1269.49 | 26 | 7.92 | https://historicbridges.org/iowa/clinton/little_clinton5569_small.jpg | https://historicbridges.org/iowa/clinton/little_clinton5569.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/clinton/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.837840,-90.183290 | |||||||||
| 4093 | Bergfeld Pond Bridge | Whitewater Drive Bridge | One of two ancient truss bridges with Keystone columns and cast iron bracing salvaged from a former Mississippi River bridge and relocated twice. The technical description of the main or most noteworthy span of the bridge is a 93.7 ft (28.56 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Keystone Bridge Company of Pittsburgh, Pennsylvania. | 42.489160 | -90.775830 | Pedestrian Walkway | Bergfeld Pond | Dubuque | Dubuque County, Iowa | Iowa | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1872 | 2007 | Keystone Bridge Company of Pittsburgh, Pennsylvania | 9 | 10 | 93.7 | 28.56 | 98 | 29.87 | 17.5 | 5.33 | https://historicbridges.org/iowa/bergfeldpondbridge/little_bergfeldpondbridge4963_small.jpg | https://historicbridges.org/iowa/bergfeldpondbridge/little_bergfeldpondbridge4963.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/bergfeldpondbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.489160,-90.775830 | |||||||||||||
| 4094 | Cloie Branch Bridge | Clay Hill Drive Bridge | One of two ancient truss bridges with Keystone columns and cast iron bracing salvaged from a former Mississippi River bridge and relocated twice. The technical description of the main or most noteworthy span of the bridge is a 93 ft (28.35 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Keystone Bridge Company of Pittsburgh, Pennsylvania. | 42.555240 | -90.745620 | Pedestrian Walkway (Heritage Trail) | Dry Land | Rural | Dubuque County, Iowa | Iowa | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1872 | 2011 | Keystone Bridge Company of Pittsburgh, Pennsylvania | 9 | 10 | 93 | 28.35 | 95 | 28.96 | 16 | 4.88 | https://historicbridges.org/iowa/heritagetrailtrussbridge/little_heritagetrailtrussbridge4767_small.jpg | https://historicbridges.org/iowa/heritagetrailtrussbridge/little_heritagetrailtrussbridge4767.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/heritagetrailtrussbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.555240,-90.745620 | |||||||||||||
| 4118 | East Delhi Road Bridge | A historically significant and picturesque bridge located at a historic crossing and former mill site. The technical description of the main or most noteworthy span of the bridge is a 109 ft (33.22 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 42.333820 | -83.809080 | East Delhi Road | Huron River | Delhi Mills | Washtenaw County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 0 | 2008 | Wrought Iron Bridge Company of Canton, Ohio | 7 | 7 | 109 | 33.22 | 109 | 33.22 | 16 | 4.88 | https://historicbridges.org/truss/edelhi/little_dscf7330_small.jpg | https://historicbridges.org/truss/edelhi/little_dscf7326.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/edelhi/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.333820,-83.809080 | ||||||||||||||
| 4119 | 300th Street Bridge | This unusual through kingpost truss is one of the most unique truss bridges ever encountered! The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Kingpost through truss, fixed. The bridge was primarily built by Unknown. | 43.065630 | -91.721730 | 300th Street | Quinn Creek | Rural | Fayette County, Iowa | Iowa | United States | Metal | Kingpost | Pin-Connected | Through | Truss | Fixed | 2 | 1 | 0 | 0 | 0 | 0 | Unknown | 9 | 9 | 0 | 0 | 42.2 | 12.86 | 0 | 0 | https://historicbridges.org/iowa/300thstreet/little_300thstreet2569_small.jpg | https://historicbridges.org/iowa/300thstreet/little_300thstreet2569.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/300thstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.065630,-91.721730 | ||||||||||||||
| 4120 | 3rd Avenue Bridge | This is a particularly outstanding surviving example of a concrete arch bridge in Iowa. The technical description of the main or most noteworthy span of the bridge is a 87 ft (26.52 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Miller-Taylor Construction Company of Waterloo, Iowa. | 42.459260 | -91.890870 | 3rd Avenue (IA-150) | Wapsipinicon River | Independence | Buchanan County, Iowa | Iowa | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 4 | 0 | 0 | 1927 | 1999 | Miller-Taylor Construction Company of Waterloo, Iowa | 6 | 7 | 87 | 26.52 | 341 | 103.94 | 32.2 | 9.81 | https://historicbridges.org/iowa/independence150/little_independencearch2700_small.jpg | https://historicbridges.org/iowa/independence150/little_independencearch2700.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/independence150/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.459260,-91.890870 | |||||||||||||||
| 4121 | 280th Street Bridge | This rare Kingpost pony truss was relocated here for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) metal pin-connected Kingpost pony truss, fixed. The bridge was primarily built by D. H. Young of Manchester, Iowa. | 42.464450 | -91.904960 | 6th Street Liberty Trail | Drain | Independence | Buchanan County, Iowa | Iowa | United States | Metal | Kingpost | Pin-Connected | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 1898 | 2004 | D. H. Young of Manchester, Iowa | 9 | 8 | 24 | 7.32 | 39 | 11.89 | 15.4 | 4.69 | https://historicbridges.org/iowa/independencekingpost/little_independencekingpost2619_small.jpg | https://historicbridges.org/iowa/independencekingpost/little_independencekingpost2619.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/independencekingpost/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.464450,-91.904960 | ||||||||||||||
| 4122 | Otter Creek Bridge | Liberty Trail Bridge | This is an extremely strange bridge whose unusual design raises many questions about its history. The technical description of the main or most noteworthy span of the bridge is a metal threaded rod-nut connected Queenpost pony truss, fixed. The bridge was primarily built by Unknown. | 42.463320 | -91.904980 | Liberty Trail | Wapsipinicon River Tributary | Independence | Buchanan County, Iowa | Iowa | United States | Metal | Queenpost | Threaded Rod-Nut Connected | Pony | Truss | Fixed | 0 | 0 | 0 | 0 | 0 | 2000 | Unknown | 8 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/iowa/independencequeenpost/little_independencequeenpost2682_small.jpg | https://historicbridges.org/iowa/independencequeenpost/little_independencequeenpost2682.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/independencequeenpost/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.463320,-91.904980 | |||||||||||||
| 4126 | South Pettibone Drive Bridge | Pettibone Slough Bridge | This is a concrete arch bridge that was widened in 1950. The technical description of the main or most noteworthy span of the bridge is a 48 ft (14.63 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 43.813500 | -91.262880 | South Pettibone Drive | Pettibone Slough | La Crosse | La Crosse County, Wisconsin | Wisconsin | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1931 | 1950 | Unknown | 3 | 3 | 48 | 14.63 | 54.8 | 16.7 | 30.5 | 9.3 | https://historicbridges.org/wisconsin/pettibonesloughbridge/little_pettibonesloughbridge1650_small.jpg | https://historicbridges.org/wisconsin/pettibonesloughbridge/little_pettibonesloughbridge1650.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/pettibonesloughbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.813500,-91.262880 | ||||||||||||||
| 4127 | John A. Latsch Bridge | Old Duke Road Bridge | Hidden on old highway alignment is this magnificent, long concrete arch bridge with rare cantilevered approach spans from 1947. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 44.059700 | -91.632410 | Old Duke Road | North Channel Mississippi River | Rural | Winona County, Minnesota, and Buffalo County, Wisconsin | Minnesota and Wisconsin | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 13 | Concrete | Deck | Girder | Fixed | 0 | Cantilever | 11 | 1916 | 2004 | Unknown | 7 | 7 | 72 | 21.95 | 1220 | 371.86 | 17.4 | 5.3 | https://historicbridges.org/wisconsin/olddukeroadbridge/little_olddukeroadbridge2113_small.jpg | https://historicbridges.org/wisconsin/olddukeroadbridge/little_olddukeroadbridge2113.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/olddukeroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.059700,-91.632410 | |||||||||
| 4129 | La Crosse Railroad Bridge | This impressive and frequently operated swing bridge is enhanced by a variety of approach spans. The technical description of the main or most noteworthy span of the bridge is a 359 ft (109.42 m) metal pin-connected Pratt through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. The bridge was primarily designed by Charles Frederick Loweth. | 43.832980 | -91.281450 | Railroad (Canadian Pacific) | Mississippi River (West Channel) | La Crescent | Houston County, Minnesota | Minnesota | United States | Metal | Pratt | Pin-Connected | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 0 | 1 | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 9 | 5 | 1902 | 1952 | Phoenix Bridge Company of Phoenixville, Pennsylvania | Charles Frederick Loweth | 8 | 8 | 359 | 109.42 | 1055.2 | 321.62 | 0 | 0 | https://historicbridges.org/minnesota/lacrosserailroad/little_lacrosserailroad2201_small.jpg | https://historicbridges.org/minnesota/lacrosserailroad/little_lacrosserailroad2201.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/lacrosserailroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.832980,-91.281450 | ||||||
| 4134 | Dubuque Railroad Bridge | Illinois Central Bridge W182 | The subject of horrific alterations, this bridge demonstrates that historic railroad bridges on the Mississippi River are at risk. The technical description of the main or most noteworthy span of the bridge is a 350 ft (106.68 m) metal pin-connected Pratt through truss, fixed, Rim Bearing Center Pier. The bridge was primarily built by Keystone Bridge Company of Pittsburgh, Pennsylvania and American Bridge Works of Chicago, Illinois. | 42.498550 | -90.650140 | Railroad (Canadian National) | Mississippi River | Dubuque and East Dubuque | Dubuque County, Iowa and Jo Daviess County, Illinois | Iowa and Illinois | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | Rim Bearing Center Pier | 0 | 1 | Metal | Camelback | Pin-Connected | Through | Truss | Fixed | 10 | 5 | 1892 | 2012 | Keystone Bridge Company of Pittsburgh, Pennsylvania and American Bridge Works of Chicago, Illinois | 7 | 7 | 350 | 106.68 | 1535 | 467.87 | 0 | 0 | https://historicbridges.org/iowa/dubuquerailroad/little_dubuquerailroad4459_small.jpg | https://historicbridges.org/iowa/dubuquerailroad/little_dubuquerailroad4459.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/dubuquerailroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.498550,-90.650140 | ||||||
| 4135 | ! | Clinton Railroad Bridge | This swing bridge is noted for its span length as well as its variety of approach spans. The technical description of the main or most noteworthy span of the bridge is a 460 ft (140.21 m) metal rivet-connected through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. | 41.836450 | -90.184710 | Railroad (Union Pacific) | Mississippi River (West Channel) | Clinton and Fulton | Clinton County, Iowa and Whiteside County, Illinois | Iowa | United States | Metal | Rivet-Connected | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 0 | 1 | Metal | Lattice (Quadruple Warren) | Rivet-Connected | Through | Truss | Fixed | 9 | 2 | 1909 | 0 | Pennsylvania Steel Company of Steelton, Pennsylvania | 8 | 8 | 460 | 140.21 | 855 | 260.6 | 0 | 0 | https://historicbridges.org/iowa/clintonrailroad/little_addclintonrr_6751_2_3vib_small.jpg | https://historicbridges.org/iowa/clintonrailroad/little_addclintonrr_6751_2_3vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/clintonrailroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.836450,-90.184710 | |||||||
| 4136 | Lock and Dam Number 15 | Access Bridge | This dam is notable to bridge enthusiasts for its bridge structure consisting of a rare K-truss design. The technical description of the main or most noteworthy span of the bridge is a 115.5 ft (35.2 m) metal rivet-connected K-Truss deck truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 41.518720 | -90.568800 | Dam Access Road | Mississippi River | Davenport and Rock Island | Scott County, Iowa and Rock Island County, Illinois | Iowa | United States | Metal | K-Truss | Rivet-Connected | Deck | Truss | Fixed | 11 | 11 | 0 | 0 | 1934 | 0 | American Bridge Company of New York, New York | 7 | 7 | 115.5 | 35.2 | 1270 | 387.1 | 17 | 5.18 | https://historicbridges.org/iowa/arsenalbridgedam/little_arsenalbridgedam6140_small.jpg | https://historicbridges.org/iowa/arsenalbridgedam/little_arsenalbridgedam6140.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/arsenalbridgedam/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.518720,-90.568800 | |||||||||||||
| 4142 | Bridgeport Bridge | State Street Bridge | A rare two-span truss, this bridge was saved from a collapsing substructure and preserved in its original location for pedestrians. The technical description of the main or most noteworthy span of the bridge is a 124 ft (37.8 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Joliet Bridge and Iron Company of Joliet, Illinois. | 43.358060 | -83.882580 | State Street (Fort Road) | Cass River | Bridgeport | Saginaw County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 2 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 5 | 1906 | 2010 | Joliet Bridge and Iron Company of Joliet, Illinois | 7 | 8 | 124 | 37.8 | 331.3 | 100.98 | 14 | 4.27 | https://historicbridges.org/truss/state/little_dscf3928_small.jpg | https://historicbridges.org/truss/state/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/state/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.358060,-83.882580 | ||||||||||
| 4143 | Wells Street Bridge | One of the most impressive bridges in Chicago is this massive double-deck truss bascule bridge. The technical description of the main or most noteworthy span of the bridge is a 268 ft (81.69 m) metal rivet-connected Warren through truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Ketler-Elliott Company of Chicago, Illinois. The bridge was primarily designed by City of Chicago. | 41.887500 | -87.633890 | Wells Street and Railroad (Chicago Transit Authority "L" Brown and Purple Lines) | Chicago River | Chicago | Cook County, Illinois | Illinois | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 1922 | 2013 | Ketler-Elliott Company of Chicago, Illinois | City of Chicago | 8 | 7 | 268 | 81.69 | 345.2 | 105.22 | 38 | 11.58 | https://historicbridges.org/truss/wells/little_dscf3510_small.jpg | https://historicbridges.org/truss/wells/little_dscf3510.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/wells/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.887500,-87.633890 | |||||||||
| 4147 | Moselem Springs Bridge | This short full-slope pony truss bridge has a tall appearance to it and is also noted for its skew and association with a rare builder. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by New Jersey Bridge Company of Manasquan, New Jersey. The bridge was primarily designed by Dreibelbis and Company. | 40.499760 | -75.849700 | Eagle Road (TR-794) | Moselem Creek | Rural | Berks County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1905 | 1975 | New Jersey Bridge Company of Manasquan, New Jersey | Dreibelbis and Company | 6 | 6 | 50 | 15.24 | 51.8 | 15.79 | 17.4 | 5.3 | https://historicbridges.org/pennsylvania/eagleroad/little_elaine_eagleroad019_small.jpg | https://historicbridges.org/pennsylvania/eagleroad/little_elaine_eagleroad019.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/eagleroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.499760,-75.849700 | |||||||||||||
| 4149 | Heffners Bridge | This bridge is a rare example of a bridge built by Climax Road Machine Company. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Climax Road Machine Company of Marathon, New York. The bridge was primarily designed by Dreibelbis and Company. | 40.532620 | -75.853430 | Garman Road (TR-761) | Sacony Creek | Rural | Berks County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 1905 | 1956 | Climax Road Machine Company of Marathon, New York | Dreibelbis and Company | 7 | 7 | 80 | 24.38 | 81 | 24.69 | 17.4 | 5.3 | https://historicbridges.org/pennsylvania/garmanroad/little_elaine_garmanroadheffners019_small.jpg | https://historicbridges.org/pennsylvania/garmanroad/little_elaine_garmanroadheffners019.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/garmanroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.532620,-75.853430 | |||||||||||||
| 4151 | Zettlemoyer's Bridge | This is a traditional example of a pin-connected truss bridge of decent span length. The technical description of the main or most noteworthy span of the bridge is a 152 ft (46.33 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Dreibelbis and Company. | 40.586250 | -75.894720 | Long Road (TR-787) | Maiden Creek | Rural | Berks County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1904 | 2020 | Unknown | Dreibelbis and Company | 7 | 7 | 152 | 46.33 | 154 | 46.94 | 17 | 5.18 | https://historicbridges.org/pennsylvania/zettlemoyer/rehab5_small1.jpg | https://historicbridges.org/pennsylvania/zettlemoyer/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/zettlemoyer/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.586250,-75.894720 | |||||||||||||
| 4152 | Shuberts Saucony Bridge | This is a very old stone arch with uncommon elliptical design that has been visually marred by shotcrete. The technical description of the main or most noteworthy span of the bridge is a 22 ft (6.71 m) stone Elliptical deck arch, fixed. The bridge was primarily built by Richard Pierce and William Kinney. | 40.533050 | -75.815800 | Dutch Mill Road (TR-774) | Sacony Creek | Rural | Berks County, Pennsylvania | Pennsylvania | United States | Stone | Elliptical | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1861 | 1956 | Richard Pierce and William Kinney | 6 | 5 | 22 | 6.71 | 100 | 30.48 | 18.4 | 5.61 | https://historicbridges.org/pennsylvania/dutchmillroad/little_elaine_dutchmillroad011_small.jpg | https://historicbridges.org/pennsylvania/dutchmillroad/little_elaine_dutchmillroad011.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/dutchmillroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.533050,-75.815800 | |||||||||||||||
| 4153 | Tulpehocken Street Bridge | This is an unusual plate girder foot bridge. The technical description of the main or most noteworthy span of the bridge is a 76 ft (23.16 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 40.342300 | -75.941030 | Tulpehocken Street (Pedestrian Walkway) | Railroad (Conrail) | Reading | Berks County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1954 | 0 | Unknown | 2 | 3 | 76 | 23.16 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/tulpehockenstreetbridge/little_tulpehockenstreetbridge012336_small.jpg | https://historicbridges.org/pennsylvania/tulpehockenstreetbridge/little_tulpehockenstreetbridge012336.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/tulpehockenstreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.342300,-75.941030 | ||||||||||||||||
| 4154 | Lenhartsville Bridge | This is a large, well-decorated, and unaltered concrete t-beam bridge with a curved approach. The technical description of the main or most noteworthy span of the bridge is a 43 ft (13.11 m) concrete t-beam, fixed. The bridge was primarily built by Paul D. Kauffman of Reading, Pennsylvania. The bridge was primarily designed by Charles F. Sanders. | 40.573240 | -75.885260 | Penn Street | Maiden Creek | Lenhartsville | Berks County, Pennsylvania | Pennsylvania | United States | Concrete | T-Beam | Fixed | 0 | 5 | 0 | 0 | 1922 | 0 | Paul D. Kauffman of Reading, Pennsylvania | Charles F. Sanders | 5 | 5 | 43 | 13.11 | 225 | 68.58 | 23 | 7.01 | https://historicbridges.org/pennsylvania/lenhartsvillebridgepennst/little_elaine_lenhartsvillebridgepennst013_small.jpg | https://historicbridges.org/pennsylvania/lenhartsvillebridgepennst/little_elaine_lenhartsvillebridgepennst013.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/lenhartsvillebridgepennst/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.573240,-75.885260 | ||||||||||||||||
| 4157 | Old PA-22 Bridge | This is a fairly long unaltered example of a state standard concrete t-beam bridge. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. | 40.572460 | -75.884420 | Old PA-22 | Maiden Creek | Lenhartsville | Berks County, Pennsylvania | Pennsylvania | United States | Concrete | T-Beam | Fixed | 0 | 4 | 0 | 0 | 1950 | 0 | Unknown | Pennsylvania State Highway Department | 1 | 2 | 40 | 12.19 | 165 | 50.29 | 34 | 10.36 | https://historicbridges.org/pennsylvania/lenhartsvilleoldrt22/little_elaine_lenhartsvilleoldrt22002_small.jpg | https://historicbridges.org/pennsylvania/lenhartsvilleoldrt22/little_elaine_lenhartsvilleoldrt22002.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/lenhartsvilleoldrt22/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.572460,-75.884420 | ||||||||||||||||
| 4158 | Grantham Road Bridge | This bridge is noted for its unusual design where the deck and railing follows the contour of the arch. The technical description of the main or most noteworthy span of the bridge is a 41 ft (12.5 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 40.151090 | -76.985620 | North Grantham Road | Fisher Run | Rural | York County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1917 | 0 | Unknown | 6 | 6 | 41 | 12.5 | 41 | 12.5 | 13.8 | 4.21 | https://historicbridges.org/pennsylvania/stonyrunbridge_ngranthamrd/little_elaine_stonyrunbridge5_small.jpg | https://historicbridges.org/pennsylvania/stonyrunbridge_ngranthamrd/little_elaine_stonyrunbridge5.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/stonyrunbridge_ngranthamrd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.151090,-76.985620 | |||||||||||||||
| 4159 | Poplar Neck Plate Girder Bridge | This railroad bridge has one larger deck truss span stuck in with its more numerous deck plate girder spans. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. | 40.303330 | -75.905870 | Railroad (Conrail) | Schuylkill River | Rural | Berks County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 8 | 0 | 0 | Unknown | 5 | 5 | 0 | 0 | 654 | 199.34 | 0 | 0 | https://historicbridges.org/pennsylvania/poplarneckrdrroverschuylkill/little_elaine_poplarneckrdrroverschuylkillrvr018_small.jpg | https://historicbridges.org/pennsylvania/poplarneckrdrroverschuylkill/little_elaine_poplarneckrdrroverschuylkillrvr018.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/poplarneckrdrroverschuylkill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.303330,-75.905870 | ||||||||||
| 4160 | Benjamin Franklin Bridge | Ben Franklin Bridge | The longest suspension span in the world when first built, this bridge remains one of the best examples of its kind in the country. The technical description of the main or most noteworthy span of the bridge is a 1750 ft (533.4 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Modjeski and Masters (Ralph Modjeski). | 39.952880 | -75.134380 | I-676 (US-30) and PATCO | Delaware River and Streets | Philadelphia | Philadelphia County, Pennsylvania and Camden County, New Jersey | Pennsylvania | United States | Metal | Pony Truss Stiffening | Wire Cable | Suspension | Fixed | 0 | 3 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 0 | 87 | 1926 | 1984 | American Bridge Company of New York, New York | Modjeski and Masters (Ralph Modjeski) | 10 | 10 | 1750 | 533.4 | 8170.3 | 2490.31 | 77.8 | 23.71 | https://historicbridges.org/pennsylvania/benjaminfranklin/little_dscf1617_small.jpg | https://historicbridges.org/pennsylvania/benjaminfranklin/little_dscf1617.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/benjaminfranklin/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.952880,-75.134380 | |||||||
| 4161 | Market Street Bridge | Designed by Modjeski and Masters, this concrete arch bridge features a stone facade. The technical description of the main or most noteworthy span of the bridge is a 89 ft (27.13 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by James McGraw Company of Philadelphia, Pennsylvania. The bridge was primarily designed by Modjeski and Masters (Ralph Modjeski). | 40.256600 | -76.884680 | Market Street (PA-3012) | Susquehanna River | Harrisburg | Dauphin County, Pennsylvania | Pennsylvania | United States | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 16 | 0 | 0 | 1928 | 0 | James McGraw Company of Philadelphia, Pennsylvania | Modjeski and Masters (Ralph Modjeski) | 7 | 7 | 89 | 27.13 | 1415 | 431.29 | 40 | 12.19 | https://historicbridges.org/pennsylvania/harrisburg_market/little_pict4272_small.jpg | https://historicbridges.org/pennsylvania/harrisburg_market/little_img_1429.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/harrisburg_market/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.256600,-76.884680 | ||||||||||||||
| 4162 | ! | Ambassador Bridge | Serving as the centerpiece landmark for Detroit and Windsor, this privately-owned bridge was once the longest suspension bridge in the world. The technical description of the main or most noteworthy span of the bridge is a 1850 ft (563.88 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Modjeski and Masters (Ralph Modjeski). | 42.312310 | -83.074170 | I-75 Ramp / KH-3 | Detroit River | Detroit and Windsor | Wayne County, Michigan and Essex County, Ontario | Michigan | Canada and United States | Metal | Pony Truss Stiffening | Wire Cable | Suspension | Fixed | 0 | 1 | 0 | 0 | 1929 | 0 | McClintic-Marshall Company of Pittsburgh, Pennsylvania | Modjeski and Masters (Ralph Modjeski) | 10 | 10 | 1850 | 563.88 | 7500 | 2286 | 55 | 16.76 | https://historicbridges.org/other/ambassador/little_dscf3132_small.jpg | https://historicbridges.org/other/ambassador/ambassador.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/ambassador/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.312310,-83.074170 | |||||||||||||
| 4164 | Blue Water Bridge | Original/Westbound Span | Designed by Modjeski and Masters, this monumental bridge features an extremely rare shape of cantilever and continues to carry unimaginable traffic. The technical description of the main or most noteworthy span of the bridge is a 871 ft (265.48 m) metal cantilever (arched) rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Modjeski and Masters (Ralph Modjeski). | 42.998880 | -82.423470 | I-69 and I-94 / KH-402 | St. Clair River | Port Huron and Sarnia (Point Edward) | St. Clair County, Michigan and Lambton County, Ontario | Michigan and Ontario | Canada and United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 0 | Cantilever (Arched) | 3 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 0 | 64 | 1938 | 1999 | American Bridge Company of New York, New York | Modjeski and Masters (Ralph Modjeski) | 9 | 10 | 871 | 265.48 | 6178 | 1883.05 | 32 | 9.75 | https://historicbridges.org/truss/bwb/little_bwbphotos013_small.jpg | https://historicbridges.org/truss/bwb/little_p1540715.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/bwb/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.998880,-82.423470 | |||||
| 4165 | Buttonwood Street Railroad Overpass | This railroad bridge has architectural details that match that of the nearby arch bridge which was built at the same time. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. | 40.338430 | -75.944330 | Railroad (Conrail) | Buttonwood Street | Reading | Berks County, Pennsylvania | Pennsylvania | United States | Concrete | Slab | Fixed | 0 | 3 | 0 | 0 | 1931 | 0 | Unknown | 2 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/buttonwoodstreetrr/little_buttonwoodstreetrr012440_small.jpg | https://historicbridges.org/pennsylvania/buttonwoodstreetrr/little_buttonwoodstreetrr012440.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/buttonwoodstreetrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.338430,-75.944330 | |||||||||||||||||
| 4169 | Red Bridge | This bypassed bridge is a classic example of a pin-connected truss bridge built by the King Bridge Company. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. Special note about bridge location: This bridge is reportedly privately owned by Melinda VanArsdall of 2518 Devils Hollow Road. | 38.207920 | -84.937260 | Devils Hollow Road (Old Alignment) | Benson Creek | Rural | Franklin County, Kentucky | Kentucky | United States | This bridge is reportedly privately owned by Melinda VanArsdall of 2518 Devils Hollow Road. | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1896 | 0 | King Bridge Company of Cleveland, Ohio | 7 | 7 | 0 | 0 | 150 | 45.72 | 0 | 0 | https://historicbridges.org/kentucky/redbridge/little_elaine_redbridge21_small.jpg | https://historicbridges.org/kentucky/redbridge/little_elaine_redbridge21.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/redbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.207920,-84.937260 | |||||||||||||
| 4172 | Grimes Mill Road Bridge | This riveted truss bridge has trusses with an unusual shape to them. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. | 37.917570 | -84.341230 | Grimes Mill Road | Boone Creek | Rural | Fayette County, Kentucky and Clark County, Kentucky | Kentucky | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | Pre-Stressed Concrete | Box Beam | Fixed | 0 | 1 | 1937 | 0 | Unknown | 5 | 5 | 80 | 24.38 | 124 | 37.8 | 12 | 3.66 | https://historicbridges.org/kentucky/boonecreekbridge/little_elaine_boonecreekbridge8_small.jpg | https://historicbridges.org/kentucky/boonecreekbridge/little_elaine_boonecreekbridge8.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/boonecreekbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.917570,-84.341230 | |||||||||||
| 4174 | Hopewell Bridge | This is an outstanding and very old example of a Phoenix column truss bridge. The technical description of the main or most noteworthy span of the bridge is a 157.2 ft (47.91 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. | 38.408160 | -82.905640 | KY-3306 | Little Sandy River | Rural | Greenup County, Kentucky | Kentucky | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 0 | 1 | 0 | 0 | 1868 | 1990 | Phoenix Bridge Company of Phoenixville, Pennsylvania | 9 | 9 | 157.2 | 47.91 | 157.2 | 47.91 | 12 | 3.66 | https://historicbridges.org/kentucky/hopewellbridge/little_kentuckyhopewell2475_small.jpg | https://historicbridges.org/kentucky/hopewellbridge/little_kentuckyhopewell2475.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/hopewellbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.408160,-82.905640 | ||||||||||||||
| 4176 | Driveway Bridge | This bridge is noted for its laced end posts and association with an uncommon agent. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Pittsburgh Bridge Company of Pittsburgh, Pennsylvania, W. B. Bassett Agent. Special note about bridge location: This bridge is on a private driveway. | 38.228200 | -84.568370 | Private Driveway | Branch Elkhorn Creek | Rural | Scott County, Kentucky | Kentucky | United States | This bridge is on a private driveway. | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1892 | 0 | Pittsburgh Bridge Company of Pittsburgh, Pennsylvania, W. B. Bassett Agent | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/kentucky/drivewaybridge/little_elaine_drivewaybridge1_small.jpg | https://historicbridges.org/kentucky/drivewaybridge/little_elaine_drivewaybridge1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/drivewaybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.228200,-84.568370 | |||||||||||||
| 4177 | Galloway Pike Bridge | Galloway Road Bridge | This traditional historic Pratt truss has been bypassed by a replacement bridge, yet is lucky enough to remain standing. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Empire Bridge Company of Lexington, Kentucky. | 38.232630 | -84.654420 | Galloway Road | North Elkhorn Creek | Rural | Scott County, Kentucky | Kentucky | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1910 | 0 | Empire Bridge Company of Lexington, Kentucky | 7 | 7 | 120 | 36.58 | 124 | 37.8 | 11.2 | 3.41 | https://historicbridges.org/kentucky/northelkhorncrkbridge/little_elaine_northelkhorncreekbridge17_small.jpg | https://historicbridges.org/kentucky/northelkhorncrkbridge/little_elaine_northelkhorncreekbridge17.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/northelkhorncrkbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.232630,-84.654420 | |||||||||||||
| 4178 | Young's High Bridge | Tyrone Railroad Bridge | The largest cantilever in the country when built, this is one of the oldest known cantilever trusses in the country and is unaltered! The technical description of the main or most noteworthy span of the bridge is a 551 ft (167.94 m) metal cantilever pin-connected deck truss, fixed. The bridge was primarily built by Union Bridge Company of Athens, Pennsylvania and Buffalo, New York and Detroit Bridge and Iron Works of Detroit, Michigan. The bridge was primarily designed by John W. MacLeod. | 38.040290 | -84.845770 | Railroad (Abandoned) | Kentucky River | Tyrone | Anderson County, Kentucky and Woodford County, Kentucky | Kentucky | United States | Metal | Pin-Connected | Deck | Truss | Fixed | 20 | Cantilever | 3 | Metal | Deck | Girder | Fixed | 0 | 0 | 1889 | 0 | Union Bridge Company of Athens, Pennsylvania and Buffalo, New York and Detroit Bridge and Iron Works of Detroit, Michigan | John W. MacLeod | 10 | 10 | 551 | 167.94 | 1650 | 502.92 | 0 | 0 | https://historicbridges.org/kentucky/tyronehighbridge/little_youngshighbridge_0798_small.jpg | https://historicbridges.org/kentucky/tyronehighbridge/little_youngshighbridge_0798.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/tyronehighbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.040290,-84.845770 | ||||||||
| 4179 | ! | Singing Bridge | State Bridge | This magnificent bridge is one of the last remaining long-span bridges built by the King Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 406 ft (123.75 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 38.196490 | -84.878790 | Bridge Street (US-60X, St. Clair Street) | Kentucky River | Frankfort | Franklin County, Kentucky | Kentucky | United States | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 15 | 1 | 0 | 0 | 1893 | 2010 | King Bridge Company of Cleveland, Ohio | 9 | 10 | 406 | 123.75 | 409 | 124.66 | 24 | 7.32 | https://historicbridges.org/kentucky/singingbridge/little_frankfortsingingbridge_1674_small.jpg | https://historicbridges.org/kentucky/singingbridge/little_frankfortsingingbridge_1674.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/singingbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.196490,-84.878790 | ||||||||||||
| 4180 | Jo Blackburn Bridge | Tyrone Bridge | This is a large and impressive deck truss with a curved approach. The technical description of the main or most noteworthy span of the bridge is a 362 ft (110.34 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Virginia Bridge and Iron Company of Roanoke, Virginia. | 38.040970 | -84.846650 | US-62 (Tyrone Pike) | Kentucky River | Tyrone | Anderson County, Kentucky and Woodford County, Kentucky | Kentucky | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 0 | 3 | Concrete | Stringer (Multi-Beam) | Fixed | 0 | 9 | 1932 | 2006 | Virginia Bridge and Iron Company of Roanoke, Virginia | 7 | 7 | 362 | 110.34 | 1256 | 382.83 | 24 | 7.32 | https://historicbridges.org/kentucky/tyronesbridge/little_joblackburnbridge_0966_small.jpg | https://historicbridges.org/kentucky/tyronesbridge/little_joblackburnbridge_0966.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/tyronesbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.040970,-84.846650 | ||||||||||
| 4182 | Paynes Mill Road Bridge | This unusual little pony truss was replaced but the trusses were put on the replacement as decorations. The technical description of the main or most noteworthy span of the bridge is a 49 ft (14.94 m) metal rivet-connected Pratt pony truss, fixed. The bridge was primarily built by Brackett Construction Company of Cincinatti, Ohio. | 38.080450 | -84.639570 | Paynes Mill Road | South Elkhorn Creek | Rural | Woodford County, Kentucky | Kentucky | United States | Metal | Pratt | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1900 | 0 | Brackett Construction Company of Cincinatti, Ohio | 6 | 6 | 49 | 14.94 | 51 | 15.54 | 14 | 4.27 | https://historicbridges.org/kentucky/paynesmillrd/little_elaine_paynesmillrdbridge13_small.jpg | https://historicbridges.org/kentucky/paynesmillrd/little_elaine_paynesmillrdbridge13.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/paynesmillrd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.080450,-84.639570 | ||||||||||||||
| 4184 | Camp Nelson Bridge | This riveted truss bridge has been abandoned but remains in good condition. The technical description of the main or most noteworthy span of the bridge is a 276 ft (84.12 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 37.769120 | -84.617400 | Camp Nelson Road (Old US-27) | Kentucky River | Rural | Garrard County, Kentucky and Jessamine County, Kentucky | Kentucky | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 11 | 1 | Concrete | T-Beam | Fixed | 0 | 4 | 1927 | 0 | Unknown | 6 | 6 | 276 | 84.12 | 574 | 174.96 | 19.7 | 6 | https://historicbridges.org/kentucky/campnelsonbridge/little_elaine_campnelsonbridge39_small.jpg | https://historicbridges.org/kentucky/campnelsonbridge/little_elaine_campnelsonbridge39.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/campnelsonbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.769120,-84.617400 | |||||||||||
| 4186 | Old Clay's Ferry Bridge | With a cast iron top chord, this bridge is one of the rarest types of historic bridge in the entire country. The technical description of the main or most noteworthy span of the bridge is a 217 ft (66.14 m) metal (cast iron) pin-connected Warren through truss, fixed. The bridge was primarily built by Louisville Bridge and Iron Company of Louisville, Kentucky. The bridge was primarily designed by Albert Fink. | 37.887150 | -84.338440 | Old Richmond Road (KY-2328, Old US-25) | Kentucky River | Rural | Fayette County, Kentucky and Madison County, Kentucky | Kentucky | United States | Metal (Cast Iron) | Warren | Pin-Connected | Through | Truss | Fixed | 14 | 2 | 0 | 0 | 1869 | 1955 | Louisville Bridge and Iron Company of Louisville, Kentucky | Albert Fink | 10 | 10 | 217 | 66.14 | 443 | 135.03 | 16.4 | 5 | https://historicbridges.org/kentucky/oldclaysferrybridge/little_ky_claysferry_add_2557_small.jpg | https://historicbridges.org/kentucky/oldclaysferrybridge/little_ky_claysferry_add_2557.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/oldclaysferrybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.887150,-84.338440 | |||||||||||||
| 4187 | Burnsville Bridge | This is one of the largest and last remaining bridges built by the Variety Iron Works. The technical description of the main or most noteworthy span of the bridge is a 138.25 ft (42.14 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Variety Iron Works of Cleveland, Ohio. | 38.855230 | -80.656470 | Bridge Street | Little Kanawha River | Burnsville | Braxton County, West Virginia | West Virginia | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 3 | 2 | 1893 | 1965 | Variety Iron Works of Cleveland, Ohio | 8 | 9 | 138.25 | 42.14 | 206 | 62.79 | 10 | 3.05 | https://historicbridges.org/wvirginia/burnsville/little_day6burnsville4698_small.jpg | https://historicbridges.org/wvirginia/burnsville/little_day6burnsville4698.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/burnsville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.855230,-80.656470 | ||||||||
| 4193 | Valley Road Bridge | Stottsville Bridge | One of a number of bridges of this design in the county, this example has lost original railings. The technical description of the main or most noteworthy span of the bridge is a 29 ft (8.84 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Bender Construction Company. The bridge was primarily designed by Nathan R. Rambo. | 39.959810 | -75.890050 | Valley Road (PA-372) | Buck Run | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1914 | 0 | Bender Construction Company | Nathan R. Rambo | 3 | 3 | 29 | 8.84 | 30 | 9.14 | 20.3 | 6.19 | https://historicbridges.org/pennsylvania/bridge252stottsville/little_bridge252stottsville007_small.jpg | https://historicbridges.org/pennsylvania/bridge252stottsville/little_bridge252stottsville007.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge252stottsville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.959810,-75.890050 | |||||||||||||||
| 4194 | Forest Manor Road Bridge | This little steel stringer bridge was designed to look like an all-concrete bridge. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by T. G. Colesworthy. | 39.847390 | -75.908210 | Forest Manor Road | Branch Big Elk Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1930 | 0 | Unknown | T. G. Colesworthy | 1 | 1 | 20 | 6.1 | 25 | 7.62 | 17 | 5.18 | https://historicbridges.org/pennsylvania/bridge318jamesross/little_elaine_bridge318jamesross002_small.jpg | https://historicbridges.org/pennsylvania/bridge318jamesross/little_elaine_bridge318jamesross002.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge318jamesross/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.847390,-75.908210 | ||||||||||||||||
| 4197 | Poplar Neck Road Bridge | This is a very unusual highway over railroad pony truss bridge that appears to be a railroad design. The technical description of the main or most noteworthy span of the bridge is a 67 ft (20.42 m) metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Unknown. | 40.304820 | -75.911820 | Poplar Neck Road | Railroad (Norfolk Southern) | Rural | Berks County, Pennsylvania | Pennsylvania | United States | Metal | Double-Intersection Warren | Rivet-Connected | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 67 | 20.42 | 68 | 20.73 | 25.3 | 7.71 | https://historicbridges.org/pennsylvania/poplarneckrdrrwarren/little_elaine_poplarneckrdrrwarren001_small.jpg | https://historicbridges.org/pennsylvania/poplarneckrdrrwarren/little_elaine_poplarneckrdrrwarren001.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/poplarneckrdrrwarren/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.304820,-75.911820 | ||||||||||||||
| 4198 | Chatham Road Bridge | Gilberts Mill Bridge | One of a number of unusual bridges with stone abutments and a jack-arch deck in the county. The technical description of the main or most noteworthy span of the bridge is a 29 ft (8.84 m) metal stringer (multi-beam), fixed. The bridge was primarily built by William P. Davis. | 39.838560 | -75.822080 | Chatham Road | Branch White Clay Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1916 | 0 | William P. Davis | 2 | 2 | 29 | 8.84 | 30 | 9.14 | 19.4 | 5.91 | https://historicbridges.org/pennsylvania/bridge271gilbertsmill/little_elaine_bridge271gilbertmill008_small.jpg | https://historicbridges.org/pennsylvania/bridge271gilbertsmill/little_elaine_bridge271gilbertmill008.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge271gilbertsmill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.838560,-75.822080 | ||||||||||||||||
| 4200 | Loop Road Bridge | This bridge is an unusual combination of a plate girder and truss span. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by H. W. Crawford. | 39.922390 | -76.322320 | Loop Road | Pequea Creek | Rural | Lancaster County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 8 | 1 | Metal | Through | Girder | Fixed | 0 | 0 | 1940 | 1970 | Unknown | H. W. Crawford | 6 | 6 | 100 | 30.48 | 154 | 46.94 | 18 | 5.49 | https://historicbridges.org/pennsylvania/looprd/little_elaine_looprd7_small.jpg | https://historicbridges.org/pennsylvania/looprd/little_elaine_looprd7.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/looprd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.922390,-76.322320 | |||||||||
| 4201 | Rock Hill Road Bridge | Plentiful lattice and v-lacing on this bridge make it a great looking bridge. The technical description of the main or most noteworthy span of the bridge is a 128 ft (39.01 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by H. W. Crawford. | 39.961590 | -76.365520 | Rock Hill Road (Creek Road) | Big Conestoga River | Rural | Lancaster County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 2 | 0 | 0 | 1923 | 0 | Unknown | H. W. Crawford | 6 | 6 | 128 | 39.01 | 256 | 78.03 | 15.4 | 4.69 | https://historicbridges.org/pennsylvania/rockhill/little_elaine_rockhill19_small.jpg | https://historicbridges.org/pennsylvania/rockhill/little_elaine_rockhill19.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rockhill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.961590,-76.365520 | |||||||||||||
| 4204 | Pusey Mill Road Bridge | Resting on stone abutments, this is a small concrete t-beam bridge. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. | 39.829100 | -75.901780 | Pusey Mill Road | Big Elk Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Concrete | T-Beam | Fixed | 0 | 1 | 0 | 0 | 1921 | 0 | Unknown | 2 | 1 | 40 | 12.19 | 42 | 12.8 | 15 | 4.57 | https://historicbridges.org/pennsylvania/bridge38pusey/little_elaine_bridge38pusey001_small.jpg | https://historicbridges.org/pennsylvania/bridge38pusey/little_elaine_bridge38pusey001.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge38pusey/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.829100,-75.901780 | |||||||||||||||||
| 4205 | Embreeville Bridge | This unusual concrete arch bridge has three arch spans, one small closed spandrel and two larger open spandrel spans. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Dunleavy Brothers of Coatesville, Pennsylvania. The bridge was primarily designed by Harry K. Ellis. | 39.926550 | -75.730400 | Embreeville Road (PA-162) | West Branch Brandywine Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 1 | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 0 | 1923 | 2001 | Dunleavy Brothers of Coatesville, Pennsylvania | Harry K. Ellis | 5 | 5 | 75 | 22.86 | 220.2 | 67.12 | 22 | 6.71 | https://historicbridges.org/pennsylvania/bridge91embreeville/little_elaine_bridge91embreeville011_small.jpg | https://historicbridges.org/pennsylvania/bridge91embreeville/little_elaine_bridge91embreeville011.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge91embreeville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.926550,-75.730400 | |||||||||
| 4207 | Downingtown Pike Bridge | This is an unaltered example of a state standard concrete t-beam bridge. The technical description of the main or most noteworthy span of the bridge is a 37 ft (11.28 m) concrete t-beam, fixed. The bridge was primarily built by John H. Wickersham. The bridge was primarily designed by Pennsylvania State Highway Department. | 39.969900 | -75.666340 | Downingtown Pike (US-322) | Valley Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Concrete | T-Beam | Fixed | 0 | 1 | 0 | 0 | 1929 | 1972 | John H. Wickersham | Pennsylvania State Highway Department | 1 | 1 | 37 | 11.28 | 78 | 23.77 | 30 | 9.14 | https://historicbridges.org/pennsylvania/bridge116johnson/little_elaine_bridge116005_small.jpg | https://historicbridges.org/pennsylvania/bridge116johnson/little_elaine_bridge116005.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge116johnson/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.969900,-75.666340 | ||||||||||||||||
| 4208 | Manor Avenue Bridge | This concrete t-beam bridge retains the plaque stone from a previous stone arch bridge at this location. The technical description of the main or most noteworthy span of the bridge is a 30.8 ft (9.39 m) concrete t-beam, fixed. The bridge was primarily built by Edward Daylor Company. The bridge was primarily designed by Pennsylvania State Highway Department. | 40.007530 | -75.711860 | Manor Avenue (US-322) | Beaver Creek | Downingtown | Chester County, Pennsylvania | Pennsylvania | United States | Concrete | T-Beam | Fixed | 0 | 2 | 0 | 0 | 1934 | 0 | Edward Daylor Company | Pennsylvania State Highway Department | 1 | 1 | 30.8 | 9.39 | 64 | 19.51 | 36.4 | 11.09 | https://historicbridges.org/pennsylvania/bridge123beavercreek/little_elaine_bridge123014_small.jpg | https://historicbridges.org/pennsylvania/bridge123beavercreek/little_elaine_bridge123014.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge123beavercreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.007530,-75.711860 | ||||||||||||||||
| 4209 | McDowell's Bridge | This an unornamented but also unaltered example of a concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 54 ft (16.46 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Harry K. Ellis. | 39.813190 | -75.900320 | Newark Road (PA-896) | East Branch Big Elk Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1922 | 0 | Unknown | Harry K. Ellis | 5 | 4 | 54 | 16.46 | 60 | 18.29 | 22.6 | 6.89 | https://historicbridges.org/pennsylvania/bridge36mcdowell/little_elaine_bridge36mcdowell006_small.jpg | https://historicbridges.org/pennsylvania/bridge36mcdowell/little_elaine_bridge36mcdowell006.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge36mcdowell/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.813190,-75.900320 | ||||||||||||||
| 4210 | Ewing Road Bridge | Phillips Mill Bridge | This is a small concrete encased steel stringer bridge. The technical description of the main or most noteworthy span of the bridge is a 30.8 ft (9.39 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Corcoran Construction Company of West Chester, Pennsylvania. The bridge was primarily designed by Nathan R. Rambo. | 39.832590 | -75.845240 | Ewing Road (PA-3044) | Middle Branch White Clay Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1911 | 0 | Corcoran Construction Company of West Chester, Pennsylvania | Nathan R. Rambo | 1 | 1 | 30.8 | 9.39 | 33 | 10.06 | 16 | 4.88 | https://historicbridges.org/pennsylvania/bridge239phillipsmill/little_elaine_bridge239phillipsmill003_small.jpg | https://historicbridges.org/pennsylvania/bridge239phillipsmill/little_elaine_bridge239phillipsmill003.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge239phillipsmill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.832590,-75.845240 | |||||||||||||||
| 4211 | Creek Road Bridge | This is one of the earliest and least altered examples of an unusual jack-arch deck steel stringer bridge design in the county. The technical description of the main or most noteworthy span of the bridge is a 21 ft (6.4 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Corcoran Construction Company of West Chester, Pennsylvania. The bridge was primarily designed by Nathan R. Rambo. | 39.955440 | -75.648790 | Creek Road (PA-3061) | Taylors Run | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1914 | 0 | Corcoran Construction Company of West Chester, Pennsylvania | Nathan R. Rambo | 3 | 4 | 21 | 6.4 | 48 | 14.63 | 18 | 5.49 | https://historicbridges.org/pennsylvania/bridge251parks/little_elaine_bridge251024_small.jpg | https://historicbridges.org/pennsylvania/bridge251parks/little_elaine_bridge251024.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge251parks/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.955440,-75.648790 | ||||||||||||||||
| 4212 | Pusey Mill Road Bridge | One of a number of unusual bridges in this county that feature jack-arch decks, this one has original railing. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) metal stringer (multi-beam), fixed. The bridge was primarily built by J. McCormick and Son. The bridge was primarily designed by Nathan R. Rambo. | 39.827960 | -75.899280 | Pusey Mill Road | Big Elk Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1915 | 0 | J. McCormick and Son | Nathan R. Rambo | 3 | 3 | 24 | 7.32 | 29 | 8.84 | 12.5 | 3.81 | https://historicbridges.org/pennsylvania/bridge260quimby/little_elaine_bridge260quimby005_small.jpg | https://historicbridges.org/pennsylvania/bridge260quimby/little_elaine_bridge260quimby005.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge260quimby/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.827960,-75.899280 | ||||||||||||||||
| 4213 | Thouron Road Bridge | This small concrete bridge has minimal aesthetic treatment which is confined to the interior of the bridge railings. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) metal stringer (multi-beam), fixed. The bridge was primarily built by P. J. McCormick and Son of West Chester, Pennsylvania. The bridge was primarily designed by Nathan R. Rambo. | 39.900950 | -75.828290 | Thouron Road (TR-378) | Tributary Doe Run | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1919 | 0 | P. J. McCormick and Son of West Chester, Pennsylvania | Nathan R. Rambo | 2 | 1 | 20 | 6.1 | 27 | 8.23 | 17.7 | 5.39 | https://historicbridges.org/pennsylvania/bridge285barnards/little_elaine_bridge285barnards003_small.jpg | https://historicbridges.org/pennsylvania/bridge285barnards/little_elaine_bridge285barnards003.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge285barnards/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.900950,-75.828290 | ||||||||||||||||
| 4214 | Smith's Bridge | Valley Creek Road Bridge | This bridge may not contribute to the Historic District it is in, but it sure harmonizes a lot better than a modern replacement bridge would! The technical description of the main or most noteworthy span of the bridge is a 18 ft (5.49 m) concrete slab, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Harry K. Ellis. | 39.990190 | -75.666470 | Valley Creek Road (PA-3061) | Valley Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Concrete | Slab | Fixed | 0 | 2 | 0 | 0 | 1923 | 0 | Unknown | Harry K. Ellis | 1 | 1 | 18 | 5.49 | 44 | 13.41 | 18.7 | 5.7 | https://historicbridges.org/pennsylvania/bridge294smiths/little_elaine_bridge294006_small.jpg | https://historicbridges.org/pennsylvania/bridge294smiths/little_elaine_bridge294006.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge294smiths/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.990190,-75.666470 | |||||||||||||||
| 4215 | Ewing Road Bridge | This is a small concrete encased steel stringer bridge with concrete paneled railings. The technical description of the main or most noteworthy span of the bridge is a 25 ft (7.62 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by T. G. Colesworthy. | 39.846130 | -75.905880 | Ewing Road (PA-3044) | East Branch Big Elk Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1928 | 0 | Unknown | T. G. Colesworthy | 1 | 1 | 25 | 7.62 | 28 | 8.53 | 17 | 5.18 | https://historicbridges.org/pennsylvania/bridge305/little_elaine_bridge305014_small.jpg | https://historicbridges.org/pennsylvania/bridge305/little_elaine_bridge305014.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge305/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.846130,-75.905880 | ||||||||||||||||
| 4220 | Washington Bridge | Washington Heights Bridge | This bridge is one of the most beautiful arch spans around, with a vast network of bracing. The technical description of the main or most noteworthy span of the bridge is a 510 ft (155.45 m) metal three-hinged Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily built by Passaic Rolling Mill Company of Paterson, New Jersey. The bridge was primarily designed by Charles Conrad Schneider. | 40.845833 | -73.925833 | 181st Street | Harlem River | New York | The Bronx, New York and Manhattan, New York | New York | United States | Metal | Solid Ribbed Spandrel Braced | Three-Hinged | Deck | Arch | Fixed | 0 | 2 | Stone | Semicircular | Deck | Arch | Fixed | 0 | 7 | 1888 | 1992 | Passaic Rolling Mill Company of Paterson, New Jersey | Charles Conrad Schneider | 9 | 9 | 510 | 155.45 | 1684.8 | 513.53 | 68 | 20.73 | https://historicbridges.org/newyork/washington/little_pict7201_small.jpg | https://historicbridges.org/newyork/washington/little_pict7201.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/washington/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.845833,-73.925833 | |||||||
| 4221 | Sunrise Road Bridge | Delaware County Bridge 108 | This is a small riveted Warren pony truss in good condition. The technical description of the main or most noteworthy span of the bridge is a 49 ft (14.94 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Indiana Bridge Company of Muncie, Indiana. | 40.103540 | -85.480530 | CR-500 West (Sunrise Road) | Williams Creek | Rural | Delaware County, Indiana | Indiana | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1920 | 1999 | Indiana Bridge Company of Muncie, Indiana | 4 | 5 | 49 | 14.94 | 51 | 15.54 | 13.8 | 4.21 | https://historicbridges.org/indiana/cr500/little_cr5002514_small.jpg | https://historicbridges.org/indiana/cr500/little_cr5002514.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/cr500/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.103540,-85.480530 | |||||||||||||
| 4223 | ! | Salina Bridge | A long, three span example of an uncommon type, this bridge is enjoyable to view and cross. The technical description of the main or most noteworthy span of the bridge is a 220.2 ft (67.12 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 40.524990 | -79.494410 | Bridge Street (Edmon Road, PA-1060) | Kiskiminetas River | Salina | Armstrong County, Pennsylvania and Westmoreland County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 11 | 3 | 0 | 0 | 1906 | 1978 | Unknown | 7 | 8 | 220.2 | 67.12 | 669 | 203.91 | 18.7 | 5.7 | https://historicbridges.org/pennsylvania/salina/bkg_swpenn0702_small.jpg | https://historicbridges.org/pennsylvania/salina/swpenn071162.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/salina/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.524990,-79.494410 | |||||||||||||
| 4225 | Rugby Bridge | A small riveted Warren pony truss likely from the early 20th Century. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 36.353500 | -84.690700 | TN-52 (Old Alignment) | White Rock Creek | Rugby | Morgan County, Tennessee | Tennessee | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/tennessee/rugby/DSC_0129_small.jpg | https://historicbridges.org/tennessee/rugby/DSC_0129.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/rugby/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.353500,-84.690700 | ||||||||||||||
| 4226 | Point Pleasant - Henderson Railroad Bridge | Kanawha River Bridge | A very large single span Parker truss with an extensive girder approach system. The technical description of the main or most noteworthy span of the bridge is a 475 ft (144.78 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 38.833450 | -82.131970 | Railroad (CSX) | Kanawha River | Point Pleasant and Henderson | Mason County, West Virginia | West Virginia | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 13 | 1 | Metal | Deck | Girder | Fixed | 0 | 0 | 1947 | 0 | Unknown | 6 | 6 | 475 | 144.78 | 0 | 0 | 0 | 0 | https://historicbridges.org/wvirginia/pointpleasant/bkg_07march063_small.jpg | https://historicbridges.org/wvirginia/pointpleasant/07march0089.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/pointpleasant/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.833450,-82.131970 | |||||||||
| 4227 | Southport Bridge | This is one of the only larger size swing bridges in Maine, and it still operates for boats. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal rivet-connected Polygonal Warren through truss, movable: swing, Center Bearing Center Pier. The bridge was primarily built by Lackawanna Steel Construction Corporation of Buffalo, New York. | 43.842640 | -69.654060 | ME-27 (Western Avenue, Hendricks Hill Road) | Townsend Gut | Southport | Lincoln County, Maine | Maine | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Movable: Swing | Center Bearing Center Pier | 0 | 1 | 0 | 2 | 1939 | 1987 | Lackawanna Steel Construction Corporation of Buffalo, New York | 7 | 7 | 180 | 54.86 | 374 | 114 | 22 | 6.71 | https://historicbridges.org/maine/southport/little_p1490399_small.jpg | https://historicbridges.org/maine/southport/little_p1490399.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maine/southport/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.842640,-69.654060 | |||||||||||||
| 4235 | Hastings Railroad Bridge | This bridge had a swing main span that was demolished and replaced in 1981, but the approach truss span remains original and noteworthy. The technical description of the main or most noteworthy span of the bridge is a 324 ft (98.76 m) metal bolt-connected Polygonal Warren through truss, movable: vertical lift, Tower Drive. The bridge was primarily built by Unknown. | 44.746670 | -92.847820 | Railroad (Canadian Pacific) | Mississippi River | Hastings | Dakota County, Minnesota and Washington County, Minnesota | Minnesota | United States | Metal | Polygonal Warren | Bolt-Connected | Through | Truss | Movable: Vertical Lift | Tower Drive | 12 | 1 | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 0 | 0 | 1981 | Unknown | 6 | 5 | 324 | 98.76 | 1755 | 534.92 | 0 | 0 | https://historicbridges.org/minnesota/hastingsrr/little_hastingsrr5765_small.jpg | https://historicbridges.org/minnesota/hastingsrr/little_hastingsrr5765.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/hastingsrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.746670,-92.847820 | |||||||
| 4240 | 28th Street Bridge | This is a graceful through truss bridge that carries a highway over a railroad line. The technical description of the main or most noteworthy span of the bridge is a 210 ft (64.01 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pittsburgh Department of Public Works. | 40.455890 | -79.973310 | 28th Street | Railroad (Norfolk Southern) and Martin Luther King East Busway | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 1931 | 1974 | Unknown | Pittsburgh Department of Public Works | 7 | 7 | 210 | 64.01 | 315 | 96.01 | 22 | 6.71 | https://historicbridges.org/pennsylvania/28thstreet/little_28thstreet2251_small.jpg | https://historicbridges.org/pennsylvania/28thstreet/little_add28th_0794.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/28thstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.455890,-79.973310 | ||||||||||
| 4242 | Grand Avenue Bridge | Indiana Street Bridge | One of the older Chicago bridges, this is an older version of the pony truss bascule bridge design seen in Chicago. The technical description of the main or most noteworthy span of the bridge is a 188 ft (57.3 m) metal rivet-connected Pratt pony truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Strobel Steel Construction Company of Chicago, Illinois. The bridge was primarily designed by City of Chicago. | 41.891420 | -87.641070 | Grand Avenue | North Branch Chicago River | Chicago | Cook County, Illinois | Illinois | United States | Metal | Pratt | Rivet-Connected | Pony | Truss | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 1913 | 1974 | Strobel Steel Construction Company of Chicago, Illinois | City of Chicago | 7 | 8 | 188 | 57.3 | 270 | 82.3 | 36 | 10.97 | https://historicbridges.org/truss/grandave/little_dscf6861_small.jpg | https://historicbridges.org/truss/grandave/little_dscf6861.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/grandave/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.891420,-87.641070 | ||||||||
| 4243 | Torrence Avenue Calumet River Bridge | Henry Ford II Memorial Bridge | This impressive bridge is one of only a couple non-bascule movable bridges that the city constructed in the 20th Century. The technical description of the main or most noteworthy span of the bridge is a 276 ft (84.12 m) metal rivet-connected Pennsylvania through truss, movable: vertical lift, Tower Drive. The bridge was primarily built by Great Lakes Dredge and Dock Company of Chicago, Illinois and American Bridge Company of New York, New York. The bridge was primarily designed by City of Chicago. | 41.669440 | -87.559170 | Torrence Avenue | Calumet River | Chicago | Cook County, Illinois | Illinois | United States | Metal | Pennsylvania | Rivet-Connected | Through | Truss | Movable: Vertical Lift | Tower Drive | 16 | 1 | Metal | Girder | Fixed | 0 | 5 | 1938 | 0 | Great Lakes Dredge and Dock Company of Chicago, Illinois and American Bridge Company of New York, New York | City of Chicago | 7 | 8 | 276 | 84.12 | 497 | 151.49 | 44 | 13.41 | https://historicbridges.org/illinois/torrence2/little_p1270474_small.jpg | https://historicbridges.org/illinois/torrence2/little_p1270474.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/torrence2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.669440,-87.559170 | ||||||||
| 4245 | ! | Division Street North Branch Bridge | Charles Levy Bridge | Division Avenue has two rare first generation Chicago bascule bridges within sight of each other, and this is the westernmost one. The technical description of the main or most noteworthy span of the bridge is a 149 ft (45.42 m) metal rivet-connected Pratt through truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Roemheld and Gallery. The bridge was primarily designed by City of Chicago. | 41.903330 | -87.656940 | Division Street | North Branch Chicago River | Chicago | Cook County, Illinois | Illinois | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 1903 | 1983 | Roemheld and Gallery | City of Chicago | 8 | 8 | 149 | 45.42 | 242 | 73.76 | 36 | 10.97 | https://historicbridges.org/illinois/division1/little_divisionwest1818_small.jpg | https://historicbridges.org/illinois/division1/little_divisionwest1818.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/division1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.903330,-87.656940 | |||||||
| 4246 | California Avenue Bridge | This is a two-lane bascule bridge that no longer operates. The technical description of the main or most noteworthy span of the bridge is a 224 ft (68.28 m) metal rivet-connected Pratt pony truss, movable: double leaf bascule, Strauss Trunnion. The bridge was primarily built by Unknown. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. | 41.834722 | -87.694722 | California Avenue | Chicago Sanitary and Ship Canal | Chicago | Cook County, Illinois | Illinois | United States | Metal | Pratt | Rivet-Connected | Pony | Truss | Movable: Double Leaf Bascule | Strauss Trunnion | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 1926 | 0 | Unknown | Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois | 6 | 5 | 224 | 68.28 | 314 | 95.71 | 38 | 11.58 | https://historicbridges.org/illinois/california/little_p1190488_small.jpg | https://historicbridges.org/illinois/california/little_p1190488.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/california/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.834722,-87.694722 | |||||||||
| 4247 | 95th Street Bridge | This is the bascule bridge the seen in the Blues Brothers movie. The technical description of the main or most noteworthy span of the bridge is a 239 ft (72.85 m) metal rivet-connected Pratt pony truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Overland Construction Company of Chicago, Illinois. The bridge was primarily designed by City of Chicago. | 41.722778 | -87.543611 | 95th Street Bridge (US-12) | Calumet River | Chicago | Cook County, Illinois | Illinois | United States | Metal | Pratt | Rivet-Connected | Pony | Truss | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 1958 | 0 | Overland Construction Company of Chicago, Illinois | City of Chicago | 6 | 5 | 239 | 72.85 | 343 | 104.55 | 62 | 18.9 | https://historicbridges.org/illinois/95th/little_p1630633_small.jpg | https://historicbridges.org/illinois/95th/little_p1630633.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/95th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.722778,-87.543611 | |||||||||
| 4248 | ! | Western Avenue Bridge | Looking like a fixed plate girder today, this was once a mighty vertical lift bridge, before the towers were removed. The technical description of the main or most noteworthy span of the bridge is a 109 ft (33.22 m) metal through girder, movable: vertical lift, Tower Drive. The bridge was primarily built by Strobel Steel Construction Company of Chicago, Illinois. The bridge was primarily designed by City of Chicago. | 41.837880 | -87.684930 | Western Avenue | Chicago Sanitary and Ship Canal | Chicago | Cook County, Illinois | Illinois | United States | Metal | Through | Girder | Movable: Vertical Lift | Tower Drive | 0 | 1 | Metal | Through | Girder | Fixed | 0 | 2 | 1940 | 1942 | Strobel Steel Construction Company of Chicago, Illinois | City of Chicago | 6 | 5 | 109 | 33.22 | 295 | 89.92 | 107.3 | 32.71 | https://historicbridges.org/illinois/western/little_p1190311_2_enhanced_small.jpg | https://historicbridges.org/illinois/western/little_p1190311_2_enhanced.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/western/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.837880,-87.684930 | |||||||||
| 4249 | Grantsville Bridge | This excellent example of a 1930s standard plan Maryland truss bridge is located in a very beautiful setting. The technical description of the main or most noteworthy span of the bridge is a 133 ft (40.54 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 39.695930 | -79.142130 | US-40 Alt | Casselman River | Grantsville | Garrett County, Maryland | Maryland | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1932 | 2008 | Unknown | 5 | 7 | 133 | 40.54 | 137 | 41.76 | 40 | 12.19 | https://historicbridges.org/maryland/grantsville/swpenn073103_small.jpg | https://historicbridges.org/maryland/grantsville/swpenn073121.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/grantsville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.695930,-79.142130 | ||||||||||||||
| 4251 | Cleves Bridge | While a newer truss, built in 1958, this bridge is still riveted and is noted for its multi-span length. The technical description of the main or most noteworthy span of the bridge is a 248 ft (75.59 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Ohio State Highway Department. | 39.169800 | -84.757690 | US-50 Westbound | Great Miami River | Cleves | Hamilton County, Ohio | Ohio | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 8 | 4 | 0 | 0 | 1958 | 0 | American Bridge Company of New York, New York | Ohio State Highway Department | 5 | 6 | 248 | 75.59 | 893 | 272.19 | 32.2 | 9.81 | https://historicbridges.org/ohio/cleves/little_pict0864_small.jpg | https://historicbridges.org/ohio/cleves/little_pict0864.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/cleves/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.169800,-84.757690 | |||||||||||||
| 4255 | Brandywine Valley Viaduct | This very long viaduct is mostly deck plate girders, but has two truss spans, one rivet-connected and one pin-connected. The technical description of the main or most noteworthy span of the bridge is a 201 ft (61.26 m) metal pin-connected Pratt deck truss, fixed. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. | 39.994990 | -75.699120 | Railroad (Norfolk Southern) | East Branch Brandywine Creek, US-322, Bradford Avenue, and Old Trolley Road | Downingtown | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Deck | Truss | Fixed | 9 | 1 | Metal | Deck | Girder | Fixed | 0 | 24 | 1904 | 1951 | Pennsylvania Steel Company of Steelton, Pennsylvania | 7 | 7 | 201 | 61.26 | 1451 | 442.26 | 0 | 0 | https://historicbridges.org/pennsylvania/brandywinevalleyviaduct/little_tresseldowningtown002_small.jpg | https://historicbridges.org/pennsylvania/brandywinevalleyviaduct/little_tresseldowningtown002.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/brandywinevalleyviaduct/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.994990,-75.699120 | ||||||||||
| 4257 | 22 Mile Road Bridge | This tiny bridge is noted for its railing design, evidence of railing diversity in Michigan. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. | 43.293680 | -85.688020 | 22 Mile Road | Osborn Drain | Rural | Kent County, Michigan and Newaygo County, Michigan | Michigan | United States | Concrete | Slab | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 1 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/22mileosborne/little_22milerdosborndrain3_small.jpg | https://historicbridges.org/michigan/22mileosborne/little_22milerdosborndrain3.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/22mileosborne/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.293680,-85.688020 | |||||||||||||||||
| 4258 | South Bend Norfolk Southern Railroad Bridge | This bridge does not appear to be in use any more. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. | 41.693860 | -86.263070 | Railroad (Norfolk Southern) | St. Joseph River | South Bend | St. Joseph County, Indiana | Indiana | United States | Metal | Deck | Girder | Fixed | 0 | 6 | 0 | 0 | 1926 | 0 | McClintic-Marshall Company of Pittsburgh, Pennsylvania | 2 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/indiana/angelarr/little_pict4650_small.jpg | https://historicbridges.org/indiana/angelarr/little_angelarr916.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/angelarr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.693860,-86.263070 | ||||||||||||||||
| 4259 | Sackville Bridge | This small concrete bowstring arch bridge is the only example of its type in the township. The technical description of the main or most noteworthy span of the bridge is a 41 ft (12.5 m) concrete Rainbow through arch, fixed. The bridge was primarily built by W. C. Gibson of Port Hope, Ontario. | 44.083110 | -78.304280 | Cavan Road | Plainville Creek (Cold Creek) | Rural | Northumberland County, Ontario | Ontario | Canada | Concrete | Rainbow | Through | Arch | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | W. C. Gibson of Port Hope, Ontario | 7 | 7 | 41 | 12.5 | 41 | 12.5 | 17.5 | 5.33 | https://historicbridges.org/ontario/sackvillebridge/little_sackvillebridge4503_small.jpg | https://historicbridges.org/ontario/sackvillebridge/little_sackvillebridge4503.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/sackvillebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.083110,-78.304280 | |||||||||||||||
| 4261 | Green Street Railroad Overpass | This structure is actually two stone arch bridges side by side, with one having a brick ring. The technical description of the main or most noteworthy span of the bridge is a stone and brick Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 39.950720 | -75.971670 | Railroad (Pennsylvania Railroad) | Green Street | Atglen | Chester County, Pennsylvania | Pennsylvania | United States | Stone and Brick | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/atglengreenst/little_elaine_atglengreenstreetamtrak001_small.jpg | https://historicbridges.org/pennsylvania/atglengreenst/little_elaine_atglengreenstreetamtrak001.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/atglengreenst/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.950720,-75.971670 | |||||||||||||||
| 4262 | Main Street Railroad Overpass | This is a representative example of a Pennsylvania Railroad plate girder overpass. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. | 39.950320 | -75.973840 | Railroad (Pennsylvania Railroad) | Main Street | Atglen | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 1 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/atglenmainst/little_elaine_atglenmainstamtrak001_small.jpg | https://historicbridges.org/pennsylvania/atglenmainst/little_elaine_atglenmainstamtrak001.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/atglenmainst/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.950320,-75.973840 | ||||||||||||||||
| 4264 | Boot Road Philadelphia and Thorndale Line Railroad Overpass | This is a traditional stone arch overpass. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 40.005180 | -75.661070 | Railroad (Pennsylvania Railroad) | Boot Road | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/bootroad/little_elaine_bootrdhigh003_small.jpg | https://historicbridges.org/pennsylvania/bootroad/little_elaine_bootrdhigh003.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bootroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.005180,-75.661070 | |||||||||||||||
| 4265 | Boot Road Railroad Overpass | This is a narrow stone arch overpass with a couple alterations. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 40.005810 | -75.662910 | Railroad (Pennsylvania Railroad) | Boot Road | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/bootroad2/little_elaine_bootrdmainline001_small.jpg | https://historicbridges.org/pennsylvania/bootroad2/little_elaine_bootrdmainline001.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bootroad2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.005810,-75.662910 | |||||||||||||||
| 4267 | Burgoyne Road Railroad Overpass West | This road passes under the same railroad line twice in a short distance, yet the two overpasses are not the same design. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 40.008900 | -75.650950 | Railroad (Pennsylvania Railroad) | Burgoyne Road | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/burgoyneroad/little_elaine_burgoynerdhigh1west001_small.jpg | https://historicbridges.org/pennsylvania/burgoyneroad/little_elaine_burgoynerdhigh1west001.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/burgoyneroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.008900,-75.650950 | |||||||||||||||
| 4268 | PA-372 Railroad Overpass | Valley Avenue Railroad Overpass | This is an unaltered representative example of a stone arch overpass on the Pennsylvania Railroad. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by C. A. Sims and Company. The bridge was primarily designed by William H. Brown. | 39.946840 | -75.988400 | Railroad (Pennsylvania Railroad) | Valley Avenue (PA-372) | Atglen | Chester County, Pennsylvania | Pennsylvania | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1904 | 0 | C. A. Sims and Company | William H. Brown | 5 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/atglenrt372/little_elaine_atglenrt372amtrak003_small.jpg | https://historicbridges.org/pennsylvania/atglenrt372/little_elaine_atglenrt372amtrak003.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/atglenrt372/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.946840,-75.988400 | |||||||||||||
| 4269 | Burgoyne Road Railroad Overpass East | This road passes under the same railroad line twice in a short distance, yet the two overpasses are not the same design. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 40.010610 | -75.646510 | Railroad (Pennsylvania Railroad) | Burgoyne Road | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1903 | 0 | Unknown | 3 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/burgoyneroad2/little_elaine_burgoynerdhigh2east003_small.jpg | https://historicbridges.org/pennsylvania/burgoyneroad2/little_elaine_burgoynerdhigh2east003.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/burgoyneroad2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.010610,-75.646510 | |||||||||||||||
| 4271 | Noble Road Railroad Overpass | This is a very impressive semicircular stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Charles A. Sims and Company. The bridge was primarily designed by William H. Brown. | 39.945570 | -75.992180 | Railroad (Pennsylvania Railroad, Enola Low Grade Rail-Trail) | Noble Road and East Branch Octoraro Creek | Atglen | Chester County, Pennsylvania and Lancaster County, Pennsylvania | Pennsylvania | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1903 | 0 | Charles A. Sims and Company | William H. Brown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/chescolancooctoraranoblerd/little_elaine_noblerd001_small.jpg | https://historicbridges.org/pennsylvania/chescolancooctoraranoblerd/little_elaine_noblerd001.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chescolancooctoraranoblerd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.945570,-75.992180 | ||||||||||||||
| 4272 | Church Street Railroad Overpass | This is an extremely rare example of a skewed stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 39.899570 | -76.165050 | Railroad (Pennsylvania Railroad, Enola Low Grade Rail-Trail) | Church Street | Quarryville | Lancaster County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 8 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/quarryvillechurchst/little_elaine_quarryvillechurchst002_small.jpg | https://historicbridges.org/pennsylvania/quarryvillechurchst/little_elaine_quarryvillechurchst002.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/quarryvillechurchst/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.899570,-76.165050 | |||||||||||||||
| 4273 | Cedar Hollow Road Railroad Overpass | This is a very narrow stone arch overpass with a brick barrel interior. The technical description of the main or most noteworthy span of the bridge is a stone and brick Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 40.049150 | -75.498650 | Railroad (Pennsylvania Railroad) | Cedar Hollow Road | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Stone and Brick | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 2 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/cedarhollowroad/little_elaine_cedarhollowroad005_small.jpg | https://historicbridges.org/pennsylvania/cedarhollowroad/little_elaine_cedarhollowroad005.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/cedarhollowroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.049150,-75.498650 | |||||||||||||||
| 4275 | Lloyd Avenue Railroad Overpass | This decent sized stone arch overpass provides enough room for two lanes of traffic. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 39.996570 | -75.723730 | Railroad (Pennsylvania Railroad) | Lloyd Avenue | Downingtown | Chester County, Pennsylvania | Pennsylvania | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1904 | 0 | Unknown | 4 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/lloydave/little_elaine_lloydavehigh001_small.jpg | https://historicbridges.org/pennsylvania/lloydave/little_elaine_lloydavehigh001.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/lloydave/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.996570,-75.723730 | |||||||||||||||
| 4276 | Brandywine Avenue Railroad Overpass | This crossing consists of a stone arch bridge plus a fairly old concrete slab structure as well. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 40.002840 | -75.702290 | Railroad (Pennsylvania Railroad) | Brandywine Avenue (US-322) | Downingtown | Chester County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 2 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/manoravert322/little_elaine_manoravert322001_small.jpg | https://historicbridges.org/pennsylvania/manoravert322/little_elaine_manoravert322001.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/manoravert322/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.002840,-75.702290 | |||||||||||||||
| 4277 | Greenbelt Drive Railroad Overpass | With good historic integrity, this is a stone arch bridge with a brick barrel. The technical description of the main or most noteworthy span of the bridge is a stone and brick Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 39.965620 | -75.892740 | Railroad (Pennsylvania Railroad) | Greenbelt Drive | Pomeroy | Chester County, Pennsylvania | Pennsylvania | United States | Stone and Brick | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/pomeroygreenbeltdriveoldprr/little_elaine_pomeroygreenbeltdr009_small.jpg | https://historicbridges.org/pennsylvania/pomeroygreenbeltdriveoldprr/little_elaine_pomeroygreenbeltdr009.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pomeroygreenbeltdriveoldprr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.965620,-75.892740 | |||||||||||||||
| 4278 | Oak Street Railroad Overpass | This stone arch was widened a long time ago with a concrete arch structure which is itself today worth noting. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 39.965610 | -75.889590 | Railroad (Pennsylvania Railroad) | Oak Street | Pomeroy | Chester County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/pomeroyoakst/main_small.jpg | https://historicbridges.org/pennsylvania/pomeroyoakst/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pomeroyoakst/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.965610,-75.889590 | |||||||||||||||
| 4281 | Warren Avenue Railroad Overpass | This is one of a number of Pennsylvania Railroad overpasses that are stone except for the arch ring and barrel which is brick. The technical description of the main or most noteworthy span of the bridge is a stone and brick Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 40.036580 | -75.515120 | Railroad (Pennsylvania Railroad) | Warren Avenue | Malvern | Chester County, Pennsylvania | Pennsylvania | United States | Stone and Brick | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/warrenave/little_elaine_warrenavemalvern004_small.jpg | https://historicbridges.org/pennsylvania/warrenave/little_elaine_warrenavemalvern004.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/warrenave/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.036580,-75.515120 | |||||||||||||||
| 4282 | Pine Creek Railroad Bridge | This small arch bridge has a brick ring and barrel. The technical description of the main or most noteworthy span of the bridge is a stone and brick Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 39.953490 | -75.994110 | Railroad (Pennsylvania Railroad) | Pine Creek | Rural | Chester County, Pennsylvania and Lancaster County, Pennsylvania | Pennsylvania | United States | Stone and Brick | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/christianaamtrakpinecreek/little_elaine_christianaamtrakpinecreek002_small.jpg | https://historicbridges.org/pennsylvania/christianaamtrakpinecreek/little_elaine_christianaamtrakpinecreek002.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/christianaamtrakpinecreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.953490,-75.994110 | |||||||||||||||
| 4285 | Quarryville Railroad Overpass | This is a representative example of a Pennsylvania Railroad plate girder overpass. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. | 39.899580 | -76.164190 | Railroad (Pennsylvania Railroad, Enola Low Grade Rail-Trail) | Private Drive | Quarryville | Lancaster County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/quarryvillegirder/little_elaine_quarryvillechurchstgirder013_small.jpg | https://historicbridges.org/pennsylvania/quarryvillegirder/little_elaine_quarryvillechurchstgirder013.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/quarryvillegirder/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.899580,-76.164190 | ||||||||||||||||
| 4286 | Glen Allen Mill Bridge | This is one of a couple unusual arch bridges in this county with uncommon railing design. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by W. H. Drawbaugh of Dover, Pennsylvania. The bridge was primarily designed by Charles A. Williams of Jacobus, Pennsylvania. | 40.164200 | -76.938670 | McCormick Road (TR-626) | Yellow Breeches Creek | Rural | Cumberland County, Pennsylvania and York County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1918 | 0 | W. H. Drawbaugh of Dover, Pennsylvania | Charles A. Williams of Jacobus, Pennsylvania | 6 | 6 | 65 | 19.81 | 131 | 39.93 | 13 | 3.96 | https://historicbridges.org/pennsylvania/glenallenmillbridge/little_elaine_glenallenmillbridge15_small.jpg | https://historicbridges.org/pennsylvania/glenallenmillbridge/little_elaine_glenallenmillbridge15.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/glenallenmillbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.164200,-76.938670 | ||||||||||||||
| 4290 | Old Mill Road Bridge | This is a good representative example of a concrete t-beam bridge. The technical description of the main or most noteworthy span of the bridge is a 37 ft (11.28 m) concrete t-beam, fixed. The bridge was primarily built by Pottsville Construction Company of Pottsville, Pennsylvania. | 40.868050 | -76.175250 | Old Mill Road (TR-455) | Catawissa Creek | Rural | Schuylkill County, Pennsylvania | Pennsylvania | United States | Concrete | T-Beam | Fixed | 0 | 1 | 0 | 0 | 1927 | 1985 | Pottsville Construction Company of Pottsville, Pennsylvania | 2 | 3 | 37 | 11.28 | 79 | 24.08 | 24 | 7.32 | https://historicbridges.org/pennsylvania/bridge103/little_elaine_bridge1034_small.jpg | https://historicbridges.org/pennsylvania/bridge103/little_elaine_bridge1034.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge103/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.868050,-76.175250 | |||||||||||||||||
| 4296 | Fairview Street Bridge | This is a example of a small concrete arch bridge that is not heavily altered. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 40.813620 | -76.039450 | Fairview Street (PA-1020) | Pine Creek | Rural | Schuylkill County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1929 | 0 | Unknown | 4 | 4 | 60 | 18.29 | 60 | 18.29 | 22 | 6.71 | https://historicbridges.org/pennsylvania/sr1020overpinecreek/little_elaine_sr1020overpinecreek11_small.jpg | https://historicbridges.org/pennsylvania/sr1020overpinecreek/little_elaine_sr1020overpinecreek11.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/sr1020overpinecreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.813620,-76.039450 | |||||||||||||||
| 4297 | US-209 Bridge | This fascinating bridge was built around rocky outcroppings and looks like it leaps right out of the solid rock! The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 40.691760 | -76.168310 | US-209 | Railroad (Reading Blue Mountain and Northern) | Port Carbon | Schuylkill County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1922 | 0 | Unknown | 6 | 6 | 70 | 21.34 | 70 | 21.34 | 24.3 | 7.41 | https://historicbridges.org/pennsylvania/rt209/little_elaine_rt209portcarbon3_small.jpg | https://historicbridges.org/pennsylvania/rt209/little_elaine_rt209portcarbon3.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rt209/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.691760,-76.168310 | |||||||||||||||
| 4298 | Port Carbon Railroad Bridges | This is an unusual pair of concrete bridges that allow a railroad line to branch off in a Y formation. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 40.691400 | -76.168300 | Railroad (Reading Blue Mountain and Northern) | Schuylkill River | Port Carbon | Schuylkill County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1912 | 0 | Unknown | 3 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/portcarbonrr/little_elaine_portcarbontrainbridge_2_21_small.jpg | https://historicbridges.org/pennsylvania/portcarbonrr/little_elaine_portcarbontrainbridge_2_21.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/portcarbonrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.691400,-76.168300 | |||||||||||||||
| 4299 | Pottsville Schuylkill River Bridge | This is an interesting pedestrian foot bridge that has been abandoned so long that a tree of substantial size is growing through it. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 40.685460 | -76.181100 | None (Abandoned) | Schuylkill River | Pottsville | Schuylkill County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 12 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/rt209pedistrianbridge/little_elaine_pottsvillert209pedistrian3_small.jpg | https://historicbridges.org/pennsylvania/rt209pedistrianbridge/little_elaine_pottsvillert209pedistrian3.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rt209pedistrianbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.685460,-76.181100 | ||||||||||||||
| 4301 | Reeds Road Bridge | One of a number of 20th Century bridges in Chester County noted for their elaborate stone substructures. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Irwin T. Stout. | 40.050690 | -75.735220 | Reeds Road | East Branch Brandywine Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | 1939 | 0 | Irwin T. Stout | 1 | 1 | 40 | 12.19 | 86 | 26.21 | 19.4 | 5.91 | https://historicbridges.org/pennsylvania/bridge134reedsroad/little_elaine_bridge134reedsroad007_small.jpg | https://historicbridges.org/pennsylvania/bridge134reedsroad/little_elaine_bridge134reedsroad007.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge134reedsroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.050690,-75.735220 | |||||||||||||||||
| 4304 | Marion Williamsport Road Bridge | This is an attractive Warren pony truss in decent condition. The technical description of the main or most noteworthy span of the bridge is a 71 ft (21.64 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 40.606190 | -82.811600 | Marion Williamsport Road (CR-61) | Whetstone Creek | Rural | Morrow County, Ohio | Ohio | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 2001 | Unknown | 5 | 5 | 71 | 21.64 | 72 | 21.95 | 16 | 4.88 | https://historicbridges.org/ohio/cr61_5930030/little_cr61_5930030_346_small.jpg | https://historicbridges.org/ohio/cr61_5930030/little_cr61_5930030_347.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/cr61_5930030/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.606190,-82.811600 | ||||||||||||||
| 4306 | Outerbridge Crossing | This impressive and large cantilever bridge is an increasingly old and rare surviving example of its type in this region. The technical description of the main or most noteworthy span of the bridge is a 750 ft (228.6 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by J. A. L. Waddell. | 40.524760 | -74.246480 | NY-440 and NJ-440 | Arthur Kill | Perth Amboy and New York | Middlesex County, New Jersey and Staten Island, New York | New Jersey and New York | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 20 | Cantilever | 5 | Metal | Deck | Girder | Fixed | 0 | 74 | 1928 | 2013 | Unknown | J. A. L. Waddell | 9 | 8 | 750 | 228.6 | 10140 | 3090.67 | 39.7 | 12.1 | https://historicbridges.org/newjersey/outerbridgecrossing/little_outerbridgecrossing009571_small.jpg | https://historicbridges.org/newjersey/outerbridgecrossing/little_outerbridgecrossing009571.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/outerbridgecrossing/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.524760,-74.246480 | ||||||||
| 4309 | Greenwich Bridge | This is an uncommon example of a concrete encased steel through plate girder. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal (concrete encased) through girder, fixed. The bridge was primarily built by Reading Contracting Company of Reading, Pennsylvania. | 40.536740 | -75.799400 | Long Dam Road | Sacony Creek | Rural | Berks County, Pennsylvania | Pennsylvania | United States | Metal (Concrete Encased) | Through | Girder | Fixed | 0 | 2 | 0 | 0 | 1915 | 0 | Reading Contracting Company of Reading, Pennsylvania | 3 | 4 | 80 | 24.38 | 82 | 24.99 | 17.4 | 5.3 | https://historicbridges.org/pennsylvania/longdamroad/little_elaine_longdamroad001_small.jpg | https://historicbridges.org/pennsylvania/longdamroad/little_elaine_longdamroad001.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/longdamroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.536740,-75.799400 | ||||||||||||||||
| 4311 | Intercounty Bridge | Juniata Road Bridge | This is an impressive, nicely decorated concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 40.402650 | -77.013120 | Juniata Road (PA-849) | Juniata River | Duncannon | Dauphin County, Pennsylvania and Perry County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 5 | 0 | 0 | 1922 | 0 | Unknown | 6 | 6 | 130 | 39.62 | 650 | 198.12 | 20 | 6.1 | https://historicbridges.org/pennsylvania/clarksferryjuniata/little_elaine_clarksferryjuniatarv001_small.jpg | https://historicbridges.org/pennsylvania/clarksferryjuniata/little_elaine_clarksferryjuniatarv001.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/clarksferryjuniata/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.402650,-77.013120 | ||||||||||||||
| 4314 | Valley Station Bridge | This curved bridge is a pair of deck plate girder bridges, but only one actually has a deck today. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. | 39.990190 | -75.830260 | Railroad (Reading Railroad) | Brandywine Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Deck | Girder | Fixed | 0 | 4 | 0 | 0 | 0 | 0 | Unknown | 2 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/rockrun/little_elaine_bridge2008_small.jpg | https://historicbridges.org/pennsylvania/rockrun/little_elaine_bridge2008.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rockrun/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.990190,-75.830260 | ||||||||||||||||
| 4319 | Montchanin Road Railroad Overpass | This is a traditionally composed plate girder overpass. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. | 39.813790 | -75.586390 | Railroad (Pennsylvania Railroad Octoraro Branch) | DE-100 (Montchanin Road) | Rural | New Castle County, Delaware | Delaware | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 1 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/delaware/rt100/little_elaine_dert100wilming_and_northern001_small.jpg | https://historicbridges.org/delaware/rt100/little_elaine_dert100wilming_and_northern001.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=delaware/rt100/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.813790,-75.586390 | ||||||||||||||||
| 4321 | Rock Run Bridge | This is a relatively late stone arch bridge of decent size. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) stone Segmental deck arch, fixed. The bridge was primarily built by Corcoran Construction Company of West Chester, Pennsylvania. The bridge was primarily designed by Nathan R. Rambo. | 39.991720 | -75.830750 | Wagontown Road (PA-4003) | West Branch Brandywine Creek | Rock Run | Chester County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1918 | 2009 | Corcoran Construction Company of West Chester, Pennsylvania | Nathan R. Rambo | 6 | 6 | 40 | 12.19 | 178.2 | 54.32 | 26 | 7.92 | https://historicbridges.org/pennsylvania/bridge101rockrun/little_bridge101rockrun007_small.jpg | https://historicbridges.org/pennsylvania/bridge101rockrun/little_bridge101rockrun007.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge101rockrun/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.991720,-75.830750 | ||||||||||||||
| 4322 | Elkview Railroad Bridge | This is a relatively short example of the tower and girder type of railroad bridge. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. | 39.806870 | -75.904060 | Railroad (Pennsylvania Railroad Octoraro Branch) | East Branch Big Elk Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Deck | Girder | Fixed | 0 | 12 | 0 | 0 | 0 | 0 | Unknown | 6 | 5 | 0 | 0 | 853 | 259.99 | 4.5 | 1.37 | https://historicbridges.org/pennsylvania/prroctorarobranch/little_elaine_phil_and_baltrrtrussbridge001_small.jpg | https://historicbridges.org/pennsylvania/prroctorarobranch/little_elaine_phil_and_baltrrtrussbridge001.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/prroctorarobranch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.806870,-75.904060 | ||||||||||||||||
| 4323 | Phoenixville Pike Bridge | This is an unaltered representative example of a plate girder overpass on the Pennsylvania Railroad. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. | 40.030220 | -75.585460 | Railroad (Pennsylvania Railroad) | Phoenixville Pike | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1903 | 0 | Pennsylvania Steel Company of Steelton, Pennsylvania | 1 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/phoenixvillepike/little_elaine_phoenixvillepikeprr001_small.jpg | https://historicbridges.org/pennsylvania/phoenixvillepike/little_elaine_phoenixvillepikeprr001.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/phoenixvillepike/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.030220,-75.585460 | ||||||||||||||||
| 4324 | Buck Run Railroad Bridge | This plate girder and nearby remains of an overpass are a reminder that a railroad line once ran through here. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. | 39.951010 | -75.882380 | Railroad (Abandoned Pennsylvania Railroad Pomery to Newark Branch) | Buck Run | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 1 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/timacularoad/little_elaine_timacularoadirongirder_num1004_small.jpg | https://historicbridges.org/pennsylvania/timacularoad/little_elaine_timacularoadirongirder_num1004.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/timacularoad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.951010,-75.882380 | ||||||||||||||||
| 4325 | Wagontown Road Bridge | This bridge has an unusual concrete jack-arch deck. The technical description of the main or most noteworthy span of the bridge is a 35 ft (10.67 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 39.991150 | -75.830140 | Wagontown Road | Railroad (Delaware Valley Railroad) | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1918 | 0 | Unknown | 4 | 4 | 35 | 10.67 | 40 | 12.19 | 29 | 8.84 | https://historicbridges.org/pennsylvania/wagontown/little_elaine_rockrunwagontownrd008_small.jpg | https://historicbridges.org/pennsylvania/wagontown/little_elaine_rockrunwagontownrd008.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/wagontown/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.991150,-75.830140 | |||||||||||||||||
| 4326 | Wilson Mill Road Railroad Bridge | This is an unusual girder bridge with a concrete slab span over an adjacent road. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. | 39.798180 | -75.941880 | Railroad (Conrail) | Wilson Mill Road and West Branch Big Elk Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Deck | Girder | Fixed | 0 | 1 | Concrete | Slab | Fixed | 0 | 1 | 0 | 0 | Unknown | 1 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/wilsonmillrd/little_elaine_wilsonmillrd016_small.jpg | https://historicbridges.org/pennsylvania/wilsonmillrd/little_elaine_wilsonmillrd016.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/wilsonmillrd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.798180,-75.941880 | |||||||||||||
| 4327 | Poplar Neck Bridge | This concrete arch bridge was extensively reconstructed and widened in 1952. The technical description of the main or most noteworthy span of the bridge is a 91 ft (27.74 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Whitaker and Diehl of Harrisburg, Pennsylvania. | 40.302250 | -75.905610 | Poplar Neck Road | Schuylkill River | Rural | Berks County, Pennsylvania | Pennsylvania | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 3 | Concrete | T-Beam | Fixed | 0 | 6 | 1918 | 1952 | Whitaker and Diehl of Harrisburg, Pennsylvania | 5 | 5 | 91 | 27.74 | 550 | 167.64 | 24 | 7.32 | https://historicbridges.org/pennsylvania/poplarneckrdschuylkillriver/little_elaine_poplarneckrdschuylkillriver008_small.jpg | https://historicbridges.org/pennsylvania/poplarneckrdschuylkillriver/little_elaine_poplarneckrdschuylkillriver008.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/poplarneckrdschuylkillriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.302250,-75.905610 | ||||||||||||
| 4330 | Martic Forge Railroad Bridge | This is an impressive high level bridge with a deck truss span. The technical description of the main or most noteworthy span of the bridge is a 92 ft (28.04 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 39.907960 | -76.328560 | Railroad (Abandoned, Future Enola Low Grade Rail-Trail) | Pequea Creek | Rural | Lancaster County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 6 | 1 | Metal | Deck | Girder | Fixed | 0 | 0 | 1910 | 0 | Unknown | 6 | 7 | 92 | 28.04 | 585 | 178.31 | 0 | 0 | https://historicbridges.org/pennsylvania/marticforgepequeacrktrestle/little_elaine_pequeatrestle32_small.jpg | https://historicbridges.org/pennsylvania/marticforgepequeacrktrestle/little_elaine_pequeatrestle32.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/marticforgepequeacrktrestle/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.907960,-76.328560 | ||||||||||
| 4333 | Valley Station Bridge | One of two railroad bridges in this area, and both carry the same railroad line over the same creek. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. | 39.991850 | -75.829300 | Railroad (Reading Railroad) | Brandywine Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Concrete | Slab | Fixed | 0 | 0 | 0 | 0 | 1917 | 0 | Unknown | 1 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/rockrun2/little_elaine_rockrun007_small.jpg | https://historicbridges.org/pennsylvania/rockrun2/little_elaine_rockrun007.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rockrun2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.991850,-75.829300 | |||||||||||||||||
| 4334 | Struble Trail Bridge | Although on a rail-trail now, this former railroad bridge is otherwise unaltered. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. | 40.039470 | -75.707120 | Railroad (Struble Rail-Trail) | Harmona Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Concrete | Slab | Fixed | 0 | 1 | 0 | 0 | 1916 | 0 | Unknown | 1 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/strubletrailshamonacreek/little_elaine_strubletrailovershamonacreek012_small.jpg | https://historicbridges.org/pennsylvania/strubletrailshamonacreek/little_elaine_strubletrailovershamonacreek012.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/strubletrailshamonacreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.039470,-75.707120 | |||||||||||||||||
| 4335 | Safe Harbor Enola Low Grade Railroad Bridge | Sitting next to a lower plate girder bridge, this is an impressive railroad deck truss bridge with a curved series of girder approach spans. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal pin-connected Pratt deck truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 39.925150 | -76.384430 | Railroad (Enola Low Grade Rail-Trail) | Conestoga River | Rural | Lancaster County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Deck | Truss | Fixed | 11 | 1 | Metal | Deck | Girder | Fixed | 0 | 26 | 1905 | 0 | American Bridge Company of New York, New York | 7 | 7 | 300 | 91.44 | 1561 | 475.79 | 0 | 0 | https://historicbridges.org/pennsylvania/powerhousetrestle/little_elaine_powerhousetrestle16_small.jpg | https://historicbridges.org/pennsylvania/powerhousetrestle/little_elaine_powerhousetrestle16.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/powerhousetrestle/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.925150,-76.384430 | ||||||||||
| 4337 | Whirlpool Rapids Railroad Bridge | Michigan Central Railway Bridge | This rare, monumental historic bridge provides a pleasing compliment to its older highway companion. The technical description of the main or most noteworthy span of the bridge is a 640 ft (195.07 m) metal three-hinged Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Olaf Hoff of New York, New York. | 43.108570 | -79.058240 | Railroad (Abandoned Canadian Pacific) | Niagara River | Niagara Falls | Niagara Region, Ontario and Niagara County, New York | Ontario and New York | Canada and United States | Metal | Solid Ribbed Spandrel Braced | Three-Hinged | Deck | Arch | Fixed | 16 | 1 | Metal | Deck | Girder | Fixed | 0 | 2 | 1925 | 0 | American Bridge Company of New York, New York | Olaf Hoff of New York, New York | 9 | 9 | 640 | 195.07 | 863.3 | 263.13 | 0 | 0 | https://historicbridges.org/truss/whirlpoolrr/little_p1410333_small.jpg | https://historicbridges.org/truss/whirlpoolrr/little_p1410333.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/whirlpoolrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.108570,-79.058240 | ||||||||
| 4339 | Buck Run Road Bridge | This is a concrete arch bridge with period state standard concrete railing. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Dalton Brothers. The bridge was primarily designed by Pennsylvania State Highway Department. | 39.922580 | -75.850320 | Buck Run Road (Gum Tree Road) | Buck Run | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1929 | 0 | Dalton Brothers | Pennsylvania State Highway Department | 5 | 5 | 60 | 18.29 | 62 | 18.9 | 30 | 9.14 | https://historicbridges.org/pennsylvania/buckrunroad/little_elaine_buckrunrd2_small.jpg | https://historicbridges.org/pennsylvania/buckrunroad/little_elaine_buckrunrd2.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/buckrunroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.922580,-75.850320 | ||||||||||||||
| 4341 | Indian Creek Railroad Bridges | Pomeroy and Newark Railroad Bridges | This is a pair of nearly idencial plate girder bridges located about a quarter mile from each other on the same line crossing the same creek. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. | 39.831260 | -75.801970 | Railroad (Norfolk Southern) | Indian Creek | Avondale | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 1 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/pomeroynewarkinavondale/little_elaine_bridge1offlakeroad1_small.jpg | https://historicbridges.org/pennsylvania/pomeroynewarkinavondale/little_elaine_bridge1offlakeroad1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pomeroynewarkinavondale/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.831260,-75.801970 | |||||||||||||||
| 4346 | McCormick Road Private Bridges | This is an impressive stone arch bridge, plus there are a couple nearby much smaller stone bridges. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on a private driveway. | 40.163730 | -76.965730 | Private Driveway | Yellow Breeches Creek | Rural | Cumberland County, Pennsylvania and York County, Pennsylvania | Pennsylvania | United States | This bridge is on a private driveway. | Stone | Segmental | Deck | Arch | Fixed | 0 | 4 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/mccormickrd_privateln2/little_elaine_privatebridge14_small.jpg | https://historicbridges.org/pennsylvania/mccormickrd_privateln2/little_elaine_privatebridge14.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/mccormickrd_privateln2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.163730,-76.965730 | ||||||||||||||
| 4349 | Boiling Springs Bridge | Ege's Bridge | This is a very old and decent sized stone arch bridge that contributes to a historic district. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 40.147070 | -77.123540 | Race Street (TR-538) | Yellow Breeches Creek | Boiling Springs | Cumberland County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1854 | 0 | Unknown | 7 | 7 | 40 | 12.19 | 104 | 31.7 | 17 | 5.18 | https://historicbridges.org/pennsylvania/mountainhillrd_boilingsprings/little_elaine_mountainhillrd6_small.jpg | https://historicbridges.org/pennsylvania/mountainhillrd_boilingsprings/little_elaine_mountainhillrd6.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/mountainhillrd_boilingsprings/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.147070,-77.123540 | ||||||||||||||
| 4350 | Race Street Bridge | This is a small concrete arch bridge that contributes to a historic district. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by G. W. Ensign of Camp Hill, Pennsylvania. | 40.147070 | -77.125020 | Race Street (TR-538) | Tributary Yellow Breeches Creek | Boiling Springs | Cumberland County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1913 | 0 | G. W. Ensign of Camp Hill, Pennsylvania | 3 | 3 | 24 | 7.32 | 27 | 8.23 | 15.4 | 4.69 | https://historicbridges.org/pennsylvania/racest_boilingsprings/little_elaine_racest1_small.jpg | https://historicbridges.org/pennsylvania/racest_boilingsprings/little_elaine_racest1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/racest_boilingsprings/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.147070,-77.125020 | |||||||||||||||
| 4354 | Lime Street Railroad Overpass | This traditional plate girder overpass is one of a number of old bridges that enhance the heritage value of the Enola Low Grade Rail-Trail. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. | 39.899810 | -76.159600 | Railroad (Pennsylvania Railroad, Enola Low Grade Rail-Trail) | Lime Street | Quarryville | Lancaster County, Pennsylvania | Pennsylvania | United States | Metal | Deck | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 1 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/quarryvillelimestreet/little_elaine_limestreet1_small.jpg | https://historicbridges.org/pennsylvania/quarryvillelimestreet/little_elaine_limestreet1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/quarryvillelimestreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.899810,-76.159600 | ||||||||||||||||
| 4359 | Vintage Road Railroad Overpass | This is a traditional stone arch overpass, and part of a rail-trail today. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 39.925090 | -76.054130 | Railroad (Pennsylvania Railroad, Enola Low Grade Rail-Trail) | Vintage Road | Rural | Lancaster County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/vintagerd/little_elaine_vintagerd2_small.jpg | https://historicbridges.org/pennsylvania/vintagerd/little_elaine_vintagerd2.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/vintagerd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.925090,-76.054130 | |||||||||||||||
| 4360 | Marticville Road Railroad Overpass | Thanks to a widening project, this is a nice looking 1905 stone arch on one side, and a nice looking 1916 concrete arch on the other. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by H. S. Kerbaugh. The bridge was primarily designed by William H. Brown. | 39.909860 | -76.315190 | Railroad (Pennsylvania Railroad, Enola Low Grade Rail-Trail) | Marticville Road (Old PA-324) | Rural | Lancaster County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1905 | 1916 | H. S. Kerbaugh | William H. Brown | 3 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/rt324redhillrd/little_main_small.jpg | https://historicbridges.org/pennsylvania/rt324redhillrd/little_main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rt324redhillrd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.909860,-76.315190 | ||||||||||||||
| 4361 | Lancaster Pike Southbound Railroad Overpass | This attractive and fairly large stone overpass provides for a road with two lanes and considerable shoulder. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 39.924940 | -76.253790 | Railroad (Pennsylvania Railroad, Enola Low Grade Rail-Trail) | Lancaster Pike (PA-272) | Rural | Lancaster County, Pennsylvania | Pennsylvania | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 1918 | Unknown | 4 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/rt272southbound/little_elaine_rt272sb1_small.jpg | https://historicbridges.org/pennsylvania/rt272southbound/little_elaine_rt272sb1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rt272southbound/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.924940,-76.253790 | |||||||||||||||
| 4362 | Lancaster Pike Northbound Railroad Overpass | This odd looking tunnel-like structure is actually a stone arch bridge covered up with concrete. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 39.925580 | -76.251400 | Railroad (Pennsylvania Railroad, Enola Low Grade Rail-Trail) | Lancaster Pike (PA-272) | Rural | Lancaster County, Pennsylvania | Pennsylvania | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 1918 | Unknown | 1 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/rt272northbound/little_elaine_rt272nb4_small.jpg | https://historicbridges.org/pennsylvania/rt272northbound/little_elaine_rt272nb4.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rt272northbound/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.925580,-76.251400 | |||||||||||||||
| 4363 | Quaker Church Road Railroad Overpass | This traditional plate girder overpass is one of a number of old bridges that enhance the heritage value of the Enola Low Grade Rail-Trail. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. | 39.927400 | -76.047040 | Railroad (Pennsylvania Railroad, Enola Low Grade Rail-Trail) | Quaker Church Road | Rural | Lancaster County, Pennsylvania | Pennsylvania | United States | Metal | Deck | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 1 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/quakerchurchrd/little_elaine_quakerchurchrd2_small.jpg | https://historicbridges.org/pennsylvania/quakerchurchrd/little_elaine_quakerchurchrd2.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/quakerchurchrd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.927400,-76.047040 | ||||||||||||||||
| 4364 | Pequea Creek Railroad Bridge | This is a traditional example of a railroad concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 39.887960 | -76.367080 | Railroad (Norfolk Southern) | Pequea Creek | Rural | Lancaster County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 4 | 0 | 0 | 1919 | 0 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/pequeacreekrrbridge/little_elaine_pequeacreekrrbridge9_small.jpg | https://historicbridges.org/pennsylvania/pequeacreekrrbridge/little_elaine_pequeacreekrrbridge9.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pequeacreekrrbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.887960,-76.367080 | |||||||||||||||
| 4365 | Slate Hill Road Bridge | This bridge is mostly composed of stone, but the fascia of the arch ring is brick. The technical description of the main or most noteworthy span of the bridge is a 33 ft (10.06 m) stone and brick Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 40.202750 | -76.925790 | Slate Hill Road (TR-955) | Yellow Breeches Creek | Rural | Cumberland County, Pennsylvania and York County, Pennsylvania | Pennsylvania | United States | Stone and Brick | Segmental | Deck | Arch | Fixed | 0 | 4 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 33 | 10.06 | 123 | 37.49 | 18 | 5.49 | https://historicbridges.org/pennsylvania/millerbridge_slatehillrd/little_elaine_millerbridge1_small.jpg | https://historicbridges.org/pennsylvania/millerbridge_slatehillrd/little_elaine_millerbridge1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/millerbridge_slatehillrd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.202750,-76.925790 | |||||||||||||||
| 4368 | Willimansett Bridge | This is an extremely early example of a large bridge with riveted connections. The technical description of the main or most noteworthy span of the bridge is a 173 ft (52.73 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by R. F. Hawkins Iron Works of Springfield, Massachusetts. The bridge was primarily designed by Edward S. Shaw of Boston, Massachusetts. | 42.194910 | -72.601280 | Cabot Street (MA-116 and MA-141) | Connecticut River and Railroad (Pioneer Valley Railroad) | Holyoke and Chicopee | Hampden County, Massachusetts | Massachusetts | United States | Metal | Pennsylvania | Rivet-Connected | Through | Truss | Fixed | 10 | 4 | Metal | Deck | Girder | Fixed | 0 | 2 | 1891 | 0 | R. F. Hawkins Iron Works of Springfield, Massachusetts | Edward S. Shaw of Boston, Massachusetts | 8 | 8 | 173 | 52.73 | 798 | 243.23 | 26.9 | 8.2 | https://historicbridges.org/massachusetts/willimansett/little_pict8071_small.jpg | https://historicbridges.org/massachusetts/willimansett/little_pict8085.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/willimansett/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.194910,-72.601280 | |||||||||
| 4370 | Isleton Bridge | With its two rare rainbow arch spans and a steel heel-trunnion truss bascule span, this is a unique combination of concrete and steel. The technical description of the main or most noteworthy span of the bridge is a 226 ft (68.88 m) metal rivet-connected Pratt through truss, movable: double leaf bascule, Heel Trunnion. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. | 38.171950 | -121.593770 | CA-160 | Sacramento River | Rural | Sacramento County, California | California | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Movable: Double Leaf Bascule | Heel Trunnion | 0 | 3 | Concrete | Rainbow | Through | Arch | Fixed | 0 | 6 | 1923 | 1953 | American Bridge Company of New York, New York | Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois | 8 | 8 | 226 | 68.88 | 624 | 190.2 | 17.7 | 5.39 | https://historicbridges.org/california/isletonbridge/little_day2_isletonbridge01651_small.jpg | https://historicbridges.org/california/isletonbridge/little_day2_isletonbridge01651.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/isletonbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.171950,-121.593770 | |||||||
| 4371 | Burroughs Street Bridge | This extremely rare two-span pony truss was moved from Kent County. The technical description of the main or most noteworthy span of the bridge is a 57 ft (17.37 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 42.870660 | -84.898800 | Portland Riverwalk Rail-Trail | Looking Glass River | Portland | Ionia County, Michigan | Michigan | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 2 | 0 | 0 | 1905 | 1939 | Unknown | 6 | 7 | 57 | 17.37 | 120 | 36.58 | 13.5 | 4.11 | https://historicbridges.org/truss/burroughs/bkg_07march528_small.jpg | https://historicbridges.org/truss/burroughs/07march1446.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/burroughs/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.870660,-84.898800 | ||||||||||||||
| 4372 | Belleville Road Bridge | Burroughs Street Bridge | This historic camelback truss was moved to Burroughs Street from Wayne County The technical description of the main or most noteworthy span of the bridge is a 119.8 ft (36.52 m) metal rivet-connected Camelback pony truss, fixed. The bridge was primarily built by Mount Vernon Bridge Company of Mount Vernon, Ohio. The bridge was primarily designed by Michigan State Highway Department. Special note about bridge location: The previous (original) location of this bridge in Wayne County was at 42.211527, -83.492731 | 42.965720 | -85.351170 | Burroughs Street | Flat River | Rural | Kent County, Michigan | Michigan | United States | The previous (original) location of this bridge in Wayne County was at 42.211527, -83.492731 | Metal | Camelback | Rivet-Connected | Pony | Truss | Fixed | 8 | 1 | 0 | 0 | 1925 | 1995 | Mount Vernon Bridge Company of Mount Vernon, Ohio | Michigan State Highway Department | 5 | 7 | 119.8 | 36.52 | 125 | 38.1 | 27 | 8.23 | https://historicbridges.org/truss/belleville/little_dscf6911_small.jpg | https://historicbridges.org/truss/belleville/little_dscf6922.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/belleville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.965720,-85.351170 | |||||||||||
| 4377 | Wood Road Bridge | Red Bridge | This magnificent bridge is a rare pin-connected Baltimore and also has Phoenix Columns! The technical description of the main or most noteworthy span of the bridge is a 206.7 ft (63 m) metal pin-connected Baltimore through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents. | 42.252520 | -77.216870 | Wood Road | Cohocton River | Rural | Steuben County, New York | New York | United States | Metal | Baltimore | Pin-Connected | Through | Truss | Fixed | 12 | 1 | 0 | 0 | 1897 | 1930 | Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents | 9 | 9 | 206.7 | 63 | 206.7 | 63 | 13.5 | 4.11 | https://historicbridges.org/newyork/wood/newyork0487_small.jpg | https://historicbridges.org/newyork/wood/newyork0487.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/wood/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.252520,-77.216870 | |||||||||||||
| 4382 | Knoebels Amusement Park Bridge | Knoebels Amusement Resort relocated and reused this rare Phoenix Column truss bridge for a train ride in the park. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. | 40.880780 | -76.504110 | Railroad (Old Smokey Train Ride) | South Branch Roaring Creek | Knoebels Grove | Columbia County, Pennsylvania and Northumberland County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Phoenix Bridge Company of Phoenixville, Pennsylvania | 9 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/knoebels/little_elaine_knoebelsphoenixbridge013_small.jpg | https://historicbridges.org/pennsylvania/knoebels/little_elaine_knoebelsphoenixbridge013.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/knoebels/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.880780,-76.504110 | ||||||||||||||
| 4386 | Pine Island Drive Bridge | One of Michigan's most significant bridges, this unusual, yet beautiful bridge is noted for its arch shape and overhead bracing. The technical description of the main or most noteworthy span of the bridge is a 92.3 ft (28.13 m) concrete curved chord through girder, fixed. The bridge was primarily built by Peter Brill of Vriesland, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 43.124030 | -85.650810 | Pine Island Drive | Rogue River | Rural | Kent County, Michigan | Michigan | United States | Concrete | Curved Chord Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1924 | 2014 | Peter Brill of Vriesland, Michigan | Michigan State Highway Department | 9 | 10 | 92.3 | 28.13 | 100 | 30.48 | 20 | 6.1 | https://historicbridges.org/concrete/pineisland/little_pineislanddrivebridge1283_7_8_fused_small.jpg | https://historicbridges.org/concrete/pineisland/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/pineisland/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.124030,-85.650810 | |||||||||||||||
| 4387 | Bolson Bridge | Iowa Bridge Number 347310 | A representative example of a rural standard plan Parker truss in Iowa. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 43.318470 | -91.673230 | 143rd Avenue | Upper Iowa River | Rural | Winneshiek County, Iowa | Iowa | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | Unknown | 6 | 5 | 150 | 45.72 | 217.2 | 66.2 | 14.8 | 4.51 | https://historicbridges.org/iowa/143rd/little_dscf5614_small.jpg | https://historicbridges.org/iowa/143rd/little_dscf5614.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/143rd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.318470,-91.673230 | ||||||||||
| 4393 | ! | Clarksville Bridge | This bridge is a former railroad-related bridge that was relocated here in 1944. The technical description of the main or most noteworthy span of the bridge is a 83 ft (25.3 m) metal rivet-connected Pratt pony truss, fixed. The bridge was primarily built by Unknown. | 39.972990 | -80.045980 | Center Street (PA-1001) | Tenmile Creek | Clarksville | Greene County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Rivet-Connected | Pony | Truss | Fixed | 9 | 1 | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 1944 | Unknown | 6 | 5 | 83 | 25.3 | 151 | 46.02 | 24 | 7.32 | https://historicbridges.org/pennsylvania/clarksville/little_dscf6065_small.jpg | https://historicbridges.org/pennsylvania/clarksville/little_dscf6065.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/clarksville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.972990,-80.045980 | |||||||||
| 4394 | ! | Brownsville Road Bridge | PA-88 Peters Creek Bridge | This is a traditionally composed example of a highway through plate girder. The technical description of the main or most noteworthy span of the bridge is a 63 ft (19.2 m) metal through girder, fixed. The bridge was primarily built by F. S. Wilson of Kittanning, Pennsylvania. | 40.250400 | -80.003440 | Brownsville Road (PA-88) | Peters Creek | Rural | Washington County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1916 | 1995 | F. S. Wilson of Kittanning, Pennsylvania | 6 | 6 | 63 | 19.2 | 65 | 19.81 | 22 | 6.71 | https://historicbridges.org/pennsylvania/pa88peterscreek/little_pa88peterscreek0656_small.jpg | https://historicbridges.org/pennsylvania/pa88peterscreek/little_pa88peterscreek0656.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pa88peterscreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.250400,-80.003440 | ||||||||||||||
| 4396 | Wenatchee Bridge | Columbia River Bridge | One of the oldest surviving highway cantilever truss bridges, this iconic bridge has been preserved for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 520 ft (158.5 m) metal cantilever pin-connected Baltimore through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Marvin Chase. | 47.414660 | -120.297260 | Apple Capital Loop Trail (Former Bridge Street and 9th Street) | Columbia River | Wenatchee and East Wenatchee | Chelan County, Washington and Douglas County, Washington | Washington | United States | Metal | Baltimore | Pin-Connected | Through | Truss | Fixed | 26 | Cantilever | 3 | Metal | Deck | Girder | Fixed | 0 | 0 | 1908 | 2008 | Unknown | Marvin Chase | 9 | 10 | 520 | 158.5 | 1320 | 402.34 | 20.5 | 6.25 | https://historicbridges.org/washington/wenatcheecantileverbridge/little_wenatcheecantileverbridge4586_small.jpg | https://historicbridges.org/washington/wenatcheecantileverbridge/little_wenatcheecantileverbridge4586.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/wenatcheecantileverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.414660,-120.297260 | |||||||
| 4398 | Joso High Bridge | This is an impressive high and long tower and girder style railroad bridge that also includes deck truss main spans. The technical description of the main or most noteworthy span of the bridge is a 246 ft (74.98 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Kelly-Atkinson Construction Company of Chicago, Illinois. | 46.593400 | -118.228600 | Railroad (Union Pacific) | Snake River (Lake Herbert G West) | Rural | Franklin County, Washington and Walla Walla County, Washington | Washington | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 8 | 5 | Metal | Deck | Girder | Fixed | 0 | 23 | 1914 | 1968 | Kelly-Atkinson Construction Company of Chicago, Illinois | 8 | 8 | 246 | 74.98 | 3920 | 1194.82 | 0 | 0 | https://historicbridges.org/washington/josohighbridge/little_josohighbridge4980_small.jpg | https://historicbridges.org/washington/josohighbridge/little_josohighbridge4980.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/josohighbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.593400,-118.228600 | ||||||||||
| 4400 | Grand Coulee Bridge | Adjacent to the Grand Coulee Dam, this is an early surviving example of the distinctive design of cantilever truss found in the state. The technical description of the main or most noteworthy span of the bridge is a 550 ft (167.64 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by J. H. Pomeroy of San Francisco, California. The bridge was primarily designed by Washington Department of Highways. | 47.965440 | -118.982160 | WA-155 | Columbia River | Coulee Dam | Douglas County, Washington and Okanogan County, Washington | Washington | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 22 | Cantilever | 3 | Concrete | T-Beam | Fixed | 0 | 4 | 1935 | 0 | J. H. Pomeroy of San Francisco, California | Washington Department of Highways | 8 | 8 | 550 | 167.64 | 1089 | 331.93 | 20.3 | 6.19 | https://historicbridges.org/washington/grandcouleebridge/little_grandcouleebridge3367_small.jpg | https://historicbridges.org/washington/grandcouleebridge/little_grandcouleebridge3367.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/grandcouleebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.965440,-118.982160 | |||||||||
| 4402 | Fort Spokane Bridge | Adjacent to the Grand Coulee Dam, this is an early surviving example of the distinctive design of cantilever truss found in the state. The technical description of the main or most noteworthy span of the bridge is a 432 ft (131.67 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by C. and F. Teaming and Trucking Company. The bridge was primarily designed by Ralph W. Finke (Washington Department of Highways). | 47.908070 | -118.317440 | WA-25 | Columbia River | Fort Spokane | Lincoln County, Washington and Stevens County, Washington | Washington | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 16 | Cantilever | 3 | Concrete | T-Beam | Fixed | 0 | 5 | 1941 | 0 | C. and F. Teaming and Trucking Company | Ralph W. Finke (Washington Department of Highways) | 7 | 7 | 432 | 131.67 | 958 | 292 | 24 | 7.32 | https://historicbridges.org/washington/fortspokanebridge/little_fortspokanebridge2890_small.jpg | https://historicbridges.org/washington/fortspokanebridge/little_fortspokanebridge3079.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/fortspokanebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.908070,-118.317440 | |||||||||
| 4403 | Bridge of the Gods | Port of Cascade Locks Bridge | Only such a spectacular historic cantilever truss of unique design like this one would be worthy of the lofty name it inherited. The technical description of the main or most noteworthy span of the bridge is a 707.7 ft (215.71 m) metal cantilever multiple-type-connected Warren through truss, fixed. The bridge was primarily built by Puget Sound Bridge and Dredging Company of Seattle, Washington. | 45.662360 | -121.901300 | Toll Road | Columbia River, Railroad, and Wa Na Pa Street | Cascade Locks | Hood River County, Oregon and Skamania County, Washington | Oregon and Washington | United States | Metal | Warren | Multiple-Type-Connected | Through | Truss | Fixed | 30 | Cantilever | 3 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 10 | 6 | 1926 | 1940 | Puget Sound Bridge and Dredging Company of Seattle, Washington | 9 | 9 | 707.7 | 215.71 | 1855 | 565.4 | 22 | 6.71 | https://historicbridges.org/oregon/bridgeofthegods/little_bridgeofthegods7246_small.jpg | https://historicbridges.org/oregon/bridgeofthegods/little_bridgeofthegods7246.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/bridgeofthegods/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.662360,-121.901300 | ||||||
| 4404 | L | Black Bridge | This unique railroad bridge has a second deck suspended under it for highway traffic. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Modified Warren (Subdivided) through truss, fixed. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. | 43.916130 | -69.975210 | Railroad (Maine Central) and Bridge Street | Androscoggin River | Brunswick and Topsham | Cumberland County, Maine | Maine | United States | Metal | Modified Warren (Subdivided) | Rivet-Connected | Through | Truss | Fixed | 12 | 2 | Metal | Through | Girder | Fixed | 0 | 2 | 1909 | 1957 | Pennsylvania Steel Company of Steelton, Pennsylvania | 9 | 9 | 0 | 0 | 318 | 96.93 | 12.5 | 3.81 | https://historicbridges.org/maine/androscogginriverrr/little_p1480989_small.jpg | https://historicbridges.org/maine/androscogginriverrr/little_p1480989.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maine/androscogginriverrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.916130,-69.975210 | |||||||||
| 4407 | McMillin Bridge | One of the most unique bridges in the country, this record-breaking bridge is the most unique of only a few concrete trusses in the country. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) concrete Pratt pony truss, fixed. The bridge was primarily built by Dolph Jones of Tacoma, Washington. The bridge was primarily designed by W. H. Witt Company of Seattle, Washington and Homer M. Hadley. | 47.129730 | -122.235940 | WA-162 | Puyallup River | Rural | Pierce County, Washington | Washington | United States | Concrete | Pratt | Pony | Truss | Fixed | 10 | 1 | Concrete | T-Beam | Fixed | 0 | 2 | 1934 | 0 | Dolph Jones of Tacoma, Washington | W. H. Witt Company of Seattle, Washington and Homer M. Hadley | 10 | 10 | 170 | 51.82 | 210 | 64.01 | 22 | 6.71 | https://historicbridges.org/washington/mcmillinbridge/little_mcmillinbridge9006_small.jpg | https://historicbridges.org/washington/mcmillinbridge/little_mcmillinbridge9006.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/mcmillinbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.129730,-122.235940 | |||||||||||
| 4408 | Drew Bridge | One of the most historically significant bridges in the state, this long abandoned bridge has cast iron struts and may be the oldest of its kind. The technical description of the main or most noteworthy span of the bridge is a 260 ft (79.25 m) metal pin-connected Warren through truss, movable: swing, Rim Bearing. The bridge was primarily built by Unknown. | 30.101030 | -83.114130 | Railroad (Abandoned Suwannee and San Pedro) | Suwannee River | Rural | Lafayette County, Florida and Suwannee County, Florida | Florida | United States | Metal | Warren | Pin-Connected | Through | Truss | Movable: Swing | Rim Bearing | 0 | 1 | 0 | 0 | 0 | 1901 | Unknown | 10 | 10 | 260 | 79.25 | 0 | 0 | 13 | 3.96 | https://historicbridges.org/florida/drewbridge/little_drewbridge01342_small.jpg | https://historicbridges.org/florida/drewbridge/little_drewbridge01342.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/drewbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.101030,-83.114130 | |||||||||||||
| 4410 | ! | River Road Bridge | This attractive concrete arch bridge with good integrity contributes to a historic district. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by A. Oscar Martin. | 40.423330 | -75.066670 | River Road (PA-32) | Tohickon Creek | Point Pleasant | Bucks County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1922 | 0 | A. Oscar Martin | 4 | 6 | 75 | 22.86 | 152 | 46.33 | 20.3 | 6.19 | https://historicbridges.org/pennsylvania/pointpleasantarch/little_71912_pointpleasantpike_lookingnorthfromwestsideofbridge(tohickonhillroad)2_archzoomin_small.jpg | https://historicbridges.org/pennsylvania/pointpleasantarch/little_71912_pointpleasantpike_lookingnorthfromwestsideofbridge(tohickonhillroad).jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pointpleasantarch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.423330,-75.066670 | ||||||||||||||
| 4411 | Ione Bridge | This bridge is one of the oldest cantilever deck truss bridges in the state, and one of the few historic truss bridges in this region. The technical description of the main or most noteworthy span of the bridge is a 273 ft (83.21 m) metal cantilever rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Interstate Engineering and Construction Company of Newport, Washington. The bridge was primarily designed by H. A. Sewell of Newport, Washington. | 48.729520 | -117.406170 | CR-93250 (NF-9354) | Pend Oreille River | Ione | Pend Oreille County, Washington | Washington | United States | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 14 | Cantilever | 3 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 12 | 1932 | 1967 | Interstate Engineering and Construction Company of Newport, Washington | H. A. Sewell of Newport, Washington | 6 | 8 | 273 | 83.21 | 830 | 252.98 | 26 | 7.92 | https://historicbridges.org/washington/ionebridge/little_ionebridge0822_small.jpg | https://historicbridges.org/washington/ionebridge/little_ionebridge0822.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/ionebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.729520,-117.406170 | |||||||||
| 4412 | Northport Bridge | This attractive cantilever truss bridge includes a series of curved t-beam approach spans to accomodate flooding. The technical description of the main or most noteworthy span of the bridge is a 504 ft (153.62 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by Midland Structural Steel Company. The bridge was primarily designed by Washington Department of Highways. | 48.922390 | -117.776840 | WA-25 | Columbia River (Franklin D. Roosevelt Lake) | Northport | Stevens County, Washington | Washington | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 18 | Cantilever | 3 | Concrete | Curved | T-Beam | Fixed | 0 | 12 | 1951 | 0 | Midland Structural Steel Company | Washington Department of Highways | 6 | 7 | 504 | 153.62 | 1540 | 469.39 | 24 | 7.32 | https://historicbridges.org/washington/northport/little_northport1283_small.jpg | https://historicbridges.org/washington/northport/little_northport1283.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/northport/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.922390,-117.776840 | ||||||||
| 4415 | Kettle Falls Railroad Bridge | This extremely unusual cantilever truss has its anchor and cantilever arms reversed from what the typical locations would be. The technical description of the main or most noteworthy span of the bridge is a 608 ft (185.32 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 48.626050 | -118.117420 | Railroad (BNSF) | Columbia River (Franklin D. Roosevelt Lake) | Near Kettle Falls | Ferry County, Washington and Stevens County, Washington | Washington | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 16 | Cantilever | 3 | 0 | 0 | 1940 | 0 | American Bridge Company of New York, New York | 7 | 7 | 608 | 185.32 | 1216 | 370.64 | 0 | 0 | https://historicbridges.org/washington/kettlefallsrailroadbridge/little_kettlefallsrailroadbridge1062_small.jpg | https://historicbridges.org/washington/kettlefallsrailroadbridge/little_kettlefallsrailroadbridge1062.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/kettlefallsrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.626050,-118.117420 | |||||||||||||
| 4416 | George Sellar Bridge | This extremely unusual bridge is cantilever truss bridge whose suspended span is a steel tied through arch. The technical description of the main or most noteworthy span of the bridge is a 480 ft (146.3 m) metal cantilever rivet-connected Warren truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Washington Department of Highways. | 47.409840 | -120.295800 | WA-285 (5th Street, Stevens Street) | Columbia River, Railroad, and WA-28 Ramp | Wenatchee and East Wenatchee | Chelan County, Washington and Douglas County, Washington | Washington | United States | Metal | Warren | Rivet-Connected | Truss | Fixed | 0 | Cantilever | 3 | Concrete | Curved | T-Beam | Fixed | 0 | 2 | 1950 | 0 | American Bridge Company of New York, New York | Washington Department of Highways | 7 | 7 | 480 | 146.3 | 1208 | 368.2 | 60.7 | 18.5 | https://historicbridges.org/washington/georgesellarbridge/little_georgesellarbridge4535_small.jpg | https://historicbridges.org/washington/georgesellarbridge/little_georgesellarbridge4535.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/georgesellarbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.409840,-120.295800 | |||||||||
| 4418 | New Westminster Railway Bridge | Fraser River Swing Bridge | This former double-deck bridge has a unique spread span which is 19 feet wide at one end and 139 feet at the other. The technical description of the main or most noteworthy span of the bridge is a 380 ft (115.82 m) metal pin-connected Baltimore through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. The bridge was primarily designed by Waddell and Hedrick of Kansas City, Missouri. | 49.208250 | -122.894140 | Railroad (BNSF) | Fraser River | New Westminster and Surrey | Greater Vancouver District, British Columbia | British Columbia | United States | Metal | Baltimore | Pin-Connected | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 17 | 1 | Metal | Baltimore | Pin-Connected | Through | Truss | Fixed | 16 | 7 | 1903 | 1976 | Dominion Bridge Company of Montréal, Québec | Waddell and Hedrick of Kansas City, Missouri | 9 | 10 | 380 | 115.82 | 1780 | 542.54 | 0 | 0 | https://historicbridges.org/britishcolumbia/newwestminsterrailwaybridge/little_newwestminsterrailwaybridge11965_small.jpg | https://historicbridges.org/britishcolumbia/newwestminsterrailwaybridge/little_newwestminsterrailwaybridge11965.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/newwestminsterrailwaybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.208250,-122.894140 | |||||
| 4421 | Niagara Canyon Bridge | Cisco Bridge / Goldstream Railway Trestle | This is the oldest cantilever truss bridge in North America and among the first major cantilevers built in the world. The technical description of the main or most noteworthy span of the bridge is a 315 ft (96.01 m) metal cantilever pin-connected Pratt deck truss, fixed. The bridge was primarily built by Hawkes, Crayshay and Company of Gateshead, England. The bridge was primarily designed by Charles Conrad Schneider. Special note about bridge location: Please note that this railway bridge is privately owned and is located on private property. Please do not approach or attempt to trespass on the bridge deck. | 48.482850 | -123.557460 | Railroad (Island Corridor Foundation, Southern Railway of British Columbia) | Niagara Creek | Rural | Capital District, British Columbia | British Columbia | Canada | Please note that this railway bridge is privately owned and is located on private property. Please do not approach or attempt to trespass on the bridge deck. | Metal | Pratt | Pin-Connected | Deck | Truss | Fixed | 21 | Cantilever | 3 | 0 | 0 | 1884 | 1910 | Hawkes, Crayshay and Company of Gateshead, England | Charles Conrad Schneider | 10 | 10 | 315 | 96.01 | 525 | 160.02 | 0 | 0 | https://historicbridges.org/britishcolumbia/niagaracanyon/little_niagaracanyonbridge11054_5_6_tonemappedss_small.jpg | https://historicbridges.org/britishcolumbia/niagaracanyon/little_niagaracanyonbridge11054_5_6_tonemappedss.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/niagaracanyon/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.482850,-123.557460 | ||||||||||
| 4423 | ! | Pattullo Bridge | One of the oldest and most important heritage bridges in Vancouver, this is only the latest bridge to face demolition in the area. The technical description of the main or most noteworthy span of the bridge is a 438 ft (133.5 m) metal continuous (arch and suspended deck) rivet-connected Warren through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. The bridge was primarily designed by William George Swan. | 49.207770 | -122.894650 | King George Highway (BC-1A and BC-99A) | Fraser River | New Westminster and Surrey | Greater Vancouver District, British Columbia | British Columbia | Canada | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 0 | Continuous (Arch and Suspended Deck) | 1 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 0 | 30 | 1937 | 2009 | Dominion Bridge Company of Montréal, Québec | William George Swan | 8 | 10 | 438 | 133.5 | 4007 | 1221.33 | 40 | 12.19 | https://historicbridges.org/britishcolumbia/pattullo/little_pattullobridge11770_small.jpg | https://historicbridges.org/britishcolumbia/pattullo/little_pattullobridge11770.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/pattullo/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.207770,-122.894650 | |||||
| 4425 | Cowichan River Railway Bridge | One of the most historically significant bridges in Canada, this spectacular bridge is the only known example in North America of its design. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. | 48.772080 | -123.704760 | Railroad (Southern Railway of Vancouver Island) | Cowichan River | Duncan | Cowichan Valley District, British Columbia | British Columbia | Canada | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 12 | 1 | 0 | 0 | 0 | 0 | Phoenix Bridge Company of Phoenixville, Pennsylvania | 10 | 10 | 0 | 0 | 220 | 67.06 | 0 | 0 | https://historicbridges.org/britishcolumbia/cowichan/little_cowichanriverrailwaybridge11166_small.jpg | https://historicbridges.org/britishcolumbia/cowichan/little_cowichanriverrailwaybridge11166.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/cowichan/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.772080,-123.704760 | ||||||||||||||
| 4431 | Meridian Street Bridge | SR-167 Puyallup River Bridge | This unique bridge is not a true Turner truss, but is the only known surviving bridge with a configuration similar to a Turner truss. The technical description of the main or most noteworthy span of the bridge is a 371 ft (113.08 m) metal rivet-connected Turner-Warren through truss, fixed. The bridge was primarily built by Puget Sound Bridge and Dredging Company of Seattle, Washington. The bridge was primarily designed by Maury M. Caldwell. | 47.202660 | -122.293880 | Meridian Street (WA-167) | Puyallup River | Puyallup | Pierce County, Washington | Washington | United States | Metal | Turner-Warren | Rivet-Connected | Through | Truss | Fixed | 14 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 5 | 1925 | 1951 | Puget Sound Bridge and Dredging Company of Seattle, Washington | Maury M. Caldwell | 8 | 9 | 371 | 113.08 | 477 | 145.39 | 21 | 6.4 | https://historicbridges.org/washington/meridianstreetbridge/little_meridianstreetbridge9087_small.jpg | https://historicbridges.org/washington/meridianstreetbridge/little_meridianstreetbridge9087.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/meridianstreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.202660,-122.293880 | |||||||||
| 4432 | ! | Puyallup Avenue Bridge | Puyallup River Bridge | This long bridge with its variety of span designs including some very unique skewed river spans, is to be reduced to scrap metal. The technical description of the main or most noteworthy span of the bridge is a 252 ft (76.81 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by Grant Smith and Company of Seattle, Washington. The bridge was primarily designed by Washington Department of Highways. | 47.243190 | -122.405300 | Puyallup Avenue (Eells Street, Pacific Highway) | Puyallup River and Various Roads and Railroads | Tacoma | Pierce County, Washington | Washington | United States | Metal | Pennsylvania | Rivet-Connected | Through | Truss | Fixed | 14 | 5 | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 10 | 32 | 1927 | 1973 | Grant Smith and Company of Seattle, Washington | Washington Department of Highways | 7 | 7 | 252 | 76.81 | 2833 | 863.5 | 36 | 10.97 | https://historicbridges.org/washington/puyallupbridge/little_puyallupbridge9504_small.jpg | https://historicbridges.org/washington/puyallupbridge/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/puyallupbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.243190,-122.405300 | |||||
| 4440 | Yakima Valley Trolley Bridge | This is the only example of a rare patented Pegram truss bridge in Washington State. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal pin-connected Pegram through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by George Herndon Pegram. | 46.627950 | -120.520460 | Railroad (Yakima Valley Trolley Line) | Naches River | Yakima and Selah | Yakima County, Washington | Washington | United States | Metal | Pegram | Pin-Connected | Through | Truss | Fixed | 5 | 2 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 1 | 1895 | 1912 | Unknown | George Herndon Pegram | 9 | 9 | 150 | 45.72 | 324 | 98.76 | 0 | 0 | https://historicbridges.org/washington/yakimavalleytrolley/little_yakimavalleytrolleynachesriveryakima13693_small.jpg | https://historicbridges.org/washington/yakimavalleytrolley/little_yakimavalleytrolleynachesriveryakima13693.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/yakimavalleytrolley/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.627950,-120.520460 | ||||||||||
| 4442 | Benton City - Kiona Bridge | This hybrid concrete and steel bridge was the first prototypical cable-stayed bridge in the United States. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) concrete cantilever tied cable-stayed, fixed. The bridge was primarily built by Everett McKellar of Chelan, Washington. The bridge was primarily designed by Homer M. Hadley. | 46.252970 | -119.475460 | WA-225 (1st Street) | Yakima River | Benton City | Benton County, Washington | Washington | United States | Concrete | Tied | Cable-Stayed | Fixed | 0 | Cantilever | 3 | 0 | 2 | 1957 | 0 | Everett McKellar of Chelan, Washington | Homer M. Hadley | 8 | 8 | 170 | 51.82 | 400 | 121.92 | 26 | 7.92 | https://historicbridges.org/washington/bentoncity/little_bentoncity6698_small.jpg | https://historicbridges.org/washington/bentoncity/little_bentoncity6698.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/bentoncity/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.252970,-119.475460 | ||||||||||||||
| 4445 | Mosquito Lake Road Bridge | Old Guide Meridian Bridge | Although shortened by two panels this bridge remains the longest pin-connected highway truss span in the state. The technical description of the main or most noteworthy span of the bridge is a 338 ft (103.02 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Toledo Bridge and Crane Company of Toledo, Ohio. | 48.785430 | -122.112860 | Mosquito Lake Road | Middle Fork Nooksack River | Rural | Whatcom County, Washington | Washington | United States | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 16 | 1 | Pre-Stressed Concrete | Adjacent | Box Beam | Fixed | 0 | 2 | 1915 | 2010 | Toledo Bridge and Crane Company of Toledo, Ohio | 8 | 8 | 338 | 103.02 | 423 | 128.93 | 13 | 3.96 | https://historicbridges.org/washington/mosquitolakeroad/little_mosquitolakeroad12756_small.jpg | https://historicbridges.org/washington/mosquitolakeroad/little_mosquitolakeroad12756.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/mosquitolakeroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.785430,-122.112860 | |||||||||
| 4446 | ! | George Milroy Bridge | This attractive truss bridge is noted for its span length yet is at risk for demolition and replacement! The technical description of the main or most noteworthy span of the bridge is a 308 ft (93.88 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by Hart Construction Company of Tacoma, Washington. | 47.214040 | -122.341570 | 66th Avenue | Puyallup River | Fife | Pierce County, Washington | Washington | United States | Metal | Pennsylvania | Rivet-Connected | Through | Truss | Fixed | 14 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1931 | 0 | Hart Construction Company of Tacoma, Washington | 6 | 7 | 308 | 93.88 | 345.2 | 105.22 | 20 | 6.1 | https://historicbridges.org/washington/georgemilroy66thavenue/little_georgemilroy66thavenue9260_small.jpg | https://historicbridges.org/washington/georgemilroy66thavenue/little_georgemilroy66thavenue9260.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/georgemilroy66thavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.214040,-122.341570 | ||||||||||
| 4450 | Aden Road Bridge | This early, short railroad truss is a rare example of a bridge built by the noteworthy Keystone Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 78 ft (23.77 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Keystone Bridge Company of Pittsburgh, Pennsylvania. | 38.707210 | -77.564310 | Aden Road (VA-646) | Railroad (Norfolk Southern) | Rural | Prince William County, Virginia | Virginia | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 1882 | 2019 | Keystone Bridge Company of Pittsburgh, Pennsylvania | 8 | 8 | 78 | 23.77 | 78 | 23.77 | 16 | 4.88 | https://historicbridges.org/virginia/aden/little_adenrd--after27_small.jpg | https://historicbridges.org/virginia/aden/little_adenrd--after17.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/aden/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.707210,-77.564310 | ||||||||||||||
| 4456 | Dodd Ford Bridge | This rare camelback truss is an outstanding example of its type and enjoys the support of the local community. The technical description of the main or most noteworthy span of the bridge is a 143.4 ft (43.71 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by L. H. Johnson of Minneapolis, Minnesota. | 43.876370 | -94.187780 | CR-147 (521st Avenue) | Blue Earth River | Rural (Near Amboy) | Blue Earth County, Minnesota | Minnesota | United States | Metal | Camelback | Pin-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1901 | 1984 | L. H. Johnson of Minneapolis, Minnesota | 7 | 8 | 143.4 | 43.71 | 148 | 45.11 | 15 | 4.57 | https://historicbridges.org/minnesota/doddford/little_doddford2667_small.jpg | https://historicbridges.org/minnesota/doddford/little_doddford2667.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/doddford/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.876370,-94.187780 | ||||||||||||||
| 4467 | Iron Bridge Road Bridge | Already rare, multi-span pony truss bridge will only become more rare thanks to the decision to demolish this historic bridge. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Pittsburgh Bridge Company of Pittsburgh, Pennsylvania, Nelson and Buchanan of Chambersburg, Pennsylvania Agents. | 40.355520 | -77.403790 | Iron Bridge Road (PA-3009, Center Road) | Shermans Creek | Rural | Perry County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 2 | 0 | 0 | 1899 | 1993 | Pittsburgh Bridge Company of Pittsburgh, Pennsylvania, Nelson and Buchanan of Chambersburg, Pennsylvania Agents | 6 | 6 | 80 | 24.38 | 162 | 49.38 | 13.5 | 4.11 | https://historicbridges.org/pennsylvania/sr3009centerrd/little_sr3009centerrd019_small.jpg | https://historicbridges.org/pennsylvania/sr3009centerrd/little_sr3009centerrd019.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/sr3009centerrd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.355520,-77.403790 | ||||||||||||||
| 4472 | Lemasters Bridge | This bridge features extremely rare riveted Queenpost truss approach spans at each end. The technical description of the main or most noteworthy span of the bridge is a 109 ft (33.22 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 39.477290 | -80.851910 | Lemasters Bridge Road (CR-18/7) | Middle Island Creek | Rural | Tyler County, West Virginia | West Virginia | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | Metal | Queenpost | Rivet-Connected | Pony | Truss | Fixed | 3 | 2 | 1912 | 0 | Unknown | 7 | 8 | 109 | 33.22 | 189 | 57.61 | 15.4 | 4.69 | https://historicbridges.org/wvirginia/lemasters/bkg_07march424_small.jpg | https://historicbridges.org/wvirginia/lemasters/07march1130.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/lemasters/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.477290,-80.851910 | ||||||||
| 4481 | Pollocks Mill Bridge | One of Pennsylvania's finest bridges is this breathtaking, extremely ancient bridge that features the unique designs of its builder! The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. | 39.946040 | -80.039760 | Mahle Road (Pollocks Mill Road, TR-597) | 10 Mile Creek | Rural | Greene County, Pennsylvania | Pennsylvania | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 11 | 1 | 0 | 0 | 1878 | 1918 | Massillon Bridge Company of Massillon, Ohio | 9 | 9 | 160 | 48.77 | 162 | 49.38 | 15 | 4.57 | https://historicbridges.org/pennsylvania/pollocksmill/little_dscf6060_small.jpg | https://historicbridges.org/pennsylvania/pollocksmill/pollock25.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pollocksmill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.946040,-80.039760 | ||||||||||||||
| 4485 | San Francisco Oakland Bay Bridge | Both a suspension bridge and a cantilever truss bridge, and one of the largest and most important historic bridges in the country, half of this bridge was demolished! The technical description of the main or most noteworthy span of the bridge is a 2310 ft (704.09 m) metal deck truss stiffening wire cable suspension, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Charles Henry Purcell, Charles E. Andrew, and Glen Woodruff. | 37.811670 | -122.361670 | I-80 | San Francisco Bay | San Francisco and Oakland | San Francisco County, California and Alameda County, California | California | United States | Metal | Deck Truss Stiffening | Wire Cable | Suspension | Fixed | 0 | 9 | Metal | Modified Warren | Rivet-Connected | Through | Truss | Fixed | 0 | Cantilever | 100 | 1936 | 1962 | American Bridge Company of New York, New York | Charles Henry Purcell, Charles E. Andrew, and Glen Woodruff | 10 | 10 | 2310 | 704.09 | 22655 | 6905.24 | 58 | 17.68 | https://historicbridges.org/california/baybridge/thumblarge_small.jpg | https://historicbridges.org/california/baybridge/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/baybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.811670,-122.361670 | |||||||
| 4495 | US-101 Big Quilcene River Bridge | One of a number of historic bridges on US-101 in the Olympic penninsula. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 47.810800 | -122.910640 | US-101 (Pacific Coast Scenic Byway) | Big Quilcene River | Rural | Jefferson County, Washington | Washington | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | Concrete | T-Beam | Fixed | 0 | 2 | 1936 | 0 | Unknown | 6 | 7 | 150 | 45.72 | 244 | 74.37 | 24 | 7.32 | https://historicbridges.org/washington/us101bigquilceneriverbridge/little_us101bigquilceneriverbridge10383_4_5_fused_small.jpg | https://historicbridges.org/washington/us101bigquilceneriverbridge/little_us101bigquilceneriverbridge10383_4_5_fused.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/us101bigquilceneriverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.810800,-122.910640 | |||||||||||
| 4496 | Kettle Falls Bridge | This impressive bridge was built to replace a lower deck truss bridge that was inundated by the Grand Coulee Dam. The technical description of the main or most noteworthy span of the bridge is a 600 ft (182.88 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by Pacific Car and Foundry Company. The bridge was primarily designed by Washington Department of Highways. | 48.625720 | -118.117450 | US-395 | Columbia River (Franklin D. Roosevelt Lake) | Near Kettle Falls | Ferry County, Washington and Stevens County, Washington | Washington | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 16 | Cantilever | 3 | Concrete | Curved | T-Beam | Fixed | 0 | 5 | 1941 | 0 | Pacific Car and Foundry Company | Washington Department of Highways | 7 | 7 | 600 | 182.88 | 1267 | 386.18 | 24 | 7.32 | https://historicbridges.org/washington/kettlefallsbridge/little_kettlefallsbridge0994_small.jpg | https://historicbridges.org/washington/kettlefallsbridge/little_kettlefallsbridge0994.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/kettlefallsbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.625720,-118.117450 | ||||||||
| 4497 | US-101 Skokomish River Bridge | One of a number of historic bridges on US-101 in the Olympic penninsula. The technical description of the main or most noteworthy span of the bridge is a 240 ft (73.15 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by Pacific Car and Foundry Company. | 47.310060 | -123.176710 | US-101 (Pacific Coast Scenic Byway) | Skokomish River | Rural | Mason County, Washington | Washington | United States | Metal | Pennsylvania | Rivet-Connected | Through | Truss | Fixed | 12 | 1 | Concrete | T-Beam | Fixed | 0 | 4 | 1932 | 0 | Pacific Car and Foundry Company | 6 | 7 | 240 | 73.15 | 404.9 | 123.41 | 24 | 7.32 | https://historicbridges.org/washington/us101skokomishriver/little_us101skokomishriver10175_6_7_tonemappedd_small.jpg | https://historicbridges.org/washington/us101skokomishriver/little_us101skokomishriver10175_6_7_tonemappedd.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/us101skokomishriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.310060,-123.176710 | |||||||||||
| 4498 | US-101 Hamma Hamma River Bridge South | One of two beautiful and rare concrete rainbow arch bridges on this stretch of highway, notable for their use of hinges. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) concrete three-hinged Rainbow through arch, fixed. The bridge was primarily built by Colonial Building Company of Spokane, Washington. The bridge was primarily designed by Washington Department of Highways. | 47.545540 | -123.042500 | US-101 (Pacific Coast Scenic Byway) | South Hamma Hamma River | Rural | Mason County, Washington | Washington | United States | Concrete | Rainbow | Three-Hinged | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1924 | 0 | Colonial Building Company of Spokane, Washington | Washington Department of Highways | 8 | 8 | 150 | 45.72 | 154 | 46.94 | 20 | 6.1 | https://historicbridges.org/washington/us101hammahammariverbridgesouth/little_us101hammahammariverbridgesouth10178_79_80_tonemappedv_small.jpg | https://historicbridges.org/washington/us101hammahammariverbridgesouth/little_us101hammahammariverbridgesouth10178_79_80_tonemappedv.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/us101hammahammariverbridgesouth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.545540,-123.042500 | |||||||||||||
| 4499 | US-101 Hamma Hamma River Bridge North | One of two beautiful and rare concrete rainbow arch bridges on this stretch of highway, notable for their use of hinges. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) concrete three-hinged Rainbow through arch, fixed. The bridge was primarily built by Colonial Building Company of Spokane, Washington. The bridge was primarily designed by Washington Department of Highways. | 47.548690 | -123.043820 | US-101 (Pacific Coast Scenic Byway) | North Hamma Hamma River | Rural | Mason County, Washington | Washington | United States | Concrete | Rainbow | Three-Hinged | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1924 | 0 | Colonial Building Company of Spokane, Washington | Washington Department of Highways | 8 | 8 | 150 | 45.72 | 154 | 46.94 | 20 | 6.1 | https://historicbridges.org/washington/us101hammahammariverbridgenorth/little_us101hammahammariverbridgenorth10254_5_6_tonemappedb_small.jpg | https://historicbridges.org/washington/us101hammahammariverbridgenorth/little_us101hammahammariverbridgenorth10254_5_6_tonemappedb.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/us101hammahammariverbridgenorth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.548690,-123.043820 | |||||||||||||
| 4501 | Vernita Bridge | This bridge has the appearance of a continuous truss, but is a carefully disguised three span simple truss. The technical description of the main or most noteworthy span of the bridge is a 264 ft (80.47 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Peter Kiewit and Sons of Omaha, Nebraska. | 46.642150 | -119.732700 | WA-24 | Columbia River | Rural | Benton County, Washington and Grant County, Washington | Washington | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 10 | 3 | Pre-Stressed Concrete | Stringer (Multi-Beam) | Fixed | 0 | 14 | 1965 | 0 | Peter Kiewit and Sons of Omaha, Nebraska | 6 | 7 | 264 | 80.47 | 1982 | 604.11 | 28 | 8.53 | https://historicbridges.org/washington/vernitabridge/little_vernitabridge13914_small.jpg | https://historicbridges.org/washington/vernitabridge/little_vernitabridge13914.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/vernitabridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.642150,-119.732700 | |||||||||||
| 4502 | ! | US-101 Duckabush River Bridge | This is a rare example of a rainbow arch bridge and is different from the other two rainbow arch bridges on this highway. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) concrete tied Rainbow through arch, fixed. The bridge was primarily built by West Coast Construction Company. | 47.649200 | -122.934700 | US-101 (Pacific Coast Scenic Byway) | Duckabush River | Rural | Jefferson County, Washington | Washington | United States | Concrete | Rainbow | Tied | Through | Arch | Fixed | 0 | 1 | Concrete | Deck | Girder | Fixed | 0 | 2 | 1934 | 0 | West Coast Construction Company | 8 | 8 | 110 | 33.53 | 168 | 51.21 | 24 | 7.32 | https://historicbridges.org/washington/us101duckabushriverbridge/little_us101duckabushriverbridge10341_small.jpg | https://historicbridges.org/washington/us101duckabushriverbridge/little_us101duckabushriverbridge10341.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/us101duckabushriverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.649200,-122.934700 | |||||||||
| 4505 | Moyie Bridge | This is an unaltered mid-20th Century steel stringer bridge. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 49.258675 | -115.851789 | Crowsnest Highway (BC-3) | Moyie River and Railroad (Canadian Pacific) | Rural | East Kootenay District, British Columbia | British Columbia | Canada | Metal | Stringer (Multi-Beam) | Fixed | 0 | 0 | 0 | 0 | 0 | 0 | Unknown | 1 | 1 | 0 | 0 | 345 | 105.16 | 0 | 0 | https://historicbridges.org/britishcolumbia/moyiebridge/little_bc3railwayoverpass2788_small.jpg | https://historicbridges.org/britishcolumbia/moyiebridge/little_bc3railwayoverpass2788.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/moyiebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.258675,-115.851789 | |||||||||||||||||
| 4506 | Kingsgate Bridge | One of several in this area, a nice looking and good representative example of mid-20th Century provincial highway truss bridge construction. The technical description of the main or most noteworthy span of the bridge is a 230 ft (70.1 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 49.004850 | -116.180550 | Crowsnest Highway (BC-3) | Moyie River | Rural | Central Kootenay District, British Columbia | British Columbia | Canada | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1953 | 0 | Unknown | 6 | 6 | 230 | 70.1 | 230 | 70.1 | 0 | 0 | https://historicbridges.org/britishcolumbia/kingsgatebridge/little_kingsgatebridge2875_small.jpg | https://historicbridges.org/britishcolumbia/kingsgatebridge/little_kingsgatebridge2875.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/kingsgatebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.004850,-116.180550 | ||||||||||||||
| 4507 | Curzon Junction Bridge | One of several in this area, a nice looking and good representative example of mid-20th Century provincial highway truss bridge construction. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 49.076280 | -116.141120 | Crowsnest Highway (BC-3) | Moyie River | Rural | Central Kootenay District, British Columbia | British Columbia | Canada | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1955 | 0 | Unknown | 6 | 6 | 120 | 36.58 | 200 | 60.96 | 0 | 0 | https://historicbridges.org/britishcolumbia/curzonjunctionbridge/little_curzonjunctionbridge2718_small.jpg | https://historicbridges.org/britishcolumbia/curzonjunctionbridge/little_curzonjunctionbridge2718.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/curzonjunctionbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.076280,-116.141120 | |||||||||||
| 4508 | Curzon Bridge | One of several in this area, a nice looking and good representative example of mid-20th Century provincial highway truss bridge construction. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 49.077190 | -116.131830 | Crowsnest Highway (BC-3) | Moyie River | Rural | Central Kootenay District, British Columbia | British Columbia | Canada | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1955 | 0 | Unknown | 6 | 6 | 120 | 36.58 | 200 | 60.96 | 0 | 0 | https://historicbridges.org/britishcolumbia/curzonbridge/little_curzonbridge2740_small.jpg | https://historicbridges.org/britishcolumbia/curzonbridge/little_curzonbridge2740.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/curzonbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.077190,-116.131830 | |||||||||||
| 4509 | Ryan Bridge | One of several in this area, a nice looking and good representative example of mid-20th Century provincial highway truss bridge construction. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 49.140380 | -116.026000 | Crowsnest Highway (BC-3) | Moyie River | Rural | East Kootenay District, British Columbia | British Columbia | Canada | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1954 | 0 | Unknown | 6 | 6 | 125 | 38.1 | 220 | 67.06 | 0 | 0 | https://historicbridges.org/britishcolumbia/ryanbridge/little_ryanbridge2797_small.jpg | https://historicbridges.org/britishcolumbia/ryanbridge/little_ryanbridge2797.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/ryanbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.140380,-116.026000 | |||||||||||
| 4510 | Yahk Bridge | This is an attractive and uncommon example of a small through arch bridge. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal Solid Ribbed through arch, fixed. The bridge was primarily built by Unknown. | 49.086790 | -116.085840 | Crowsnest Highway (BC-3) | Moyie River | Rural | Central Kootenay District, British Columbia | British Columbia | Canada | Metal | Solid Ribbed | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 120 | 36.58 | 0 | 0 | 0 | 0 | https://historicbridges.org/britishcolumbia/bc3arch/little_bc3arch2758_small.jpg | https://historicbridges.org/britishcolumbia/bc3arch/little_bc3arch2758.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/bc3arch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.086790,-116.085840 | |||||||||||||||
| 4511 | Nelson Bridge | Big Orange Bridge | This impressive cantilever truss bridge with its distinctive appearance is a local landmark for Nelson. The technical description of the main or most noteworthy span of the bridge is a 486.5 ft (148.29 m) metal cantilever bolt-connected Warren through truss, fixed. The bridge was primarily built by Western Bridge and Steel Fabricators Limited of Vancouver, British Columbia. The bridge was primarily designed by A. B. Sanderson and Company. | 49.510400 | -117.282480 | BC-3A | Kootenay River | Nelson | Central Kootenay District, British Columbia | British Columbia | Canada | Metal | Warren | Bolt-Connected | Through | Truss | Fixed | 16 | Cantilever | 3 | Metal | Deck | Girder | Fixed | 0 | 0 | 1957 | 0 | Western Bridge and Steel Fabricators Limited of Vancouver, British Columbia | A. B. Sanderson and Company | 7 | 7 | 486.5 | 148.29 | 2060 | 627.89 | 0 | 0 | https://historicbridges.org/britishcolumbia/nelsonbridge/little_nelsonbridge2349_small.jpg | https://historicbridges.org/britishcolumbia/nelsonbridge/little_nelsonbridge2349.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/nelsonbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.510400,-117.282480 | |||||||
| 4512 | Trail Bridge | This late but impressive steel arch bridge is noted for having a third arch rib in the center of the roadway. The technical description of the main or most noteworthy span of the bridge is a 238 ft (72.54 m) metal Solid Ribbed through arch, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. The bridge was primarily designed by F. T. Brown. | 49.098670 | -117.706720 | BC-3B and BC-22A | Columbia River | Trail | Kootenay Boundary District, British Columbia | British Columbia | Canada | Metal | Solid Ribbed | Through | Arch | Fixed | 0 | 4 | 0 | 0 | 1961 | 0 | Dominion Bridge Company of Montréal, Québec | F. T. Brown | 6 | 6 | 238 | 72.54 | 954 | 290.78 | 0 | 0 | https://historicbridges.org/britishcolumbia/trailarch/little_trailarch1592_small.jpg | https://historicbridges.org/britishcolumbia/trailarch/little_trailarch1592.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/trailarch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.098670,-117.706720 | ||||||||||||||
| 4513 | ! | Old Trail Bridge | Old Bridge | This early surviving example of a rivet-connected through truss in British Columbia is slated for demolition despite obvious preservation potential! The technical description of the main or most noteworthy span of the bridge is a 174 ft (53.04 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 49.094120 | -117.698860 | Closed Road | Columbia River | Trail | Kootenay Boundary District, British Columbia | British Columbia | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 4 | 0 | 0 | 1911 | 0 | Unknown | 7 | 8 | 174 | 53.04 | 693 | 211.23 | 0 | 0 | https://historicbridges.org/britishcolumbia/trailtruss/little_trailtruss1686_small.jpg | https://historicbridges.org/britishcolumbia/trailtruss/little_trailtruss1713.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/trailtruss/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.094120,-117.698860 | ||||||||||||
| 4514 | Agassiz-Rosedale Bridge | This bridge features an uncommon and attractive cantilever design, and also includes a very long approach system. The technical description of the main or most noteworthy span of the bridge is a 365 ft (111.25 m) metal cantilever (arched) rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. The bridge was primarily designed by C. K. Saunders. | 49.206230 | -121.776690 | BC-9 (Agassiz-Rosedale Highway) | Fraser River | Rural | Fraser Valley District, British Columbia | British Columbia | Canada | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 16 | Cantilever (Arched) | 3 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 14 | 0 | 1956 | 0 | Dominion Bridge Company of Montréal, Québec | C. K. Saunders | 7 | 7 | 365 | 111.25 | 6130 | 1868.42 | 0 | 0 | https://historicbridges.org/britishcolumbia/agassizrosedalebridge/little_agassizrosedalebridge12405_small.jpg | https://historicbridges.org/britishcolumbia/agassizrosedalebridge/little_agassizrosedalebridge12405.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/agassizrosedalebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.206230,-121.776690 | ||||||
| 4515 | Waneta Bridge | This former railway bridge is one of the oldest cantilever through truss bridges in North America. The technical description of the main or most noteworthy span of the bridge is a 250 ft (76.2 m) metal cantilever pin-connected Warren through truss, fixed. The bridge was primarily built by San Francisco Bridge Company of San Francisco, California. The bridge was primarily designed by Hugh Lincoln Cooper and E. J. Roberts. | 49.003820 | -117.618560 | BC-22A (Waneta Highway) | Pend Oreille River | Waneta | Kootenay Boundary District, British Columbia | British Columbia | Canada | Metal | Warren | Pin-Connected | Through | Truss | Fixed | 10 | Cantilever | 3 | 0 | 0 | 1893 | 0 | San Francisco Bridge Company of San Francisco, California | Hugh Lincoln Cooper and E. J. Roberts | 10 | 10 | 250 | 76.2 | 500 | 152.4 | 0 | 0 | https://historicbridges.org/britishcolumbia/waneta/little_waneta1333_4_5_tonemappedv_small.jpg | https://historicbridges.org/britishcolumbia/waneta/little_waneta1333_4_5_tonemappedv.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/waneta/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.003820,-117.618560 | ||||||||||||
| 4516 | Allenby Road Bridge | This is a busy riveted truss bridge that has a few alterations to its original design. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 48.772960 | -123.714060 | Allenby Road | Cowichan River | North Cowichan | Cowichan Valley District, British Columbia | British Columbia | Canada | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1952 | 0 | Unknown | 5 | 5 | 0 | 0 | 176 | 53.64 | 0 | 0 | https://historicbridges.org/britishcolumbia/allenbyroadcowichanriver/little_allenbyroadcowichanriver11432_small.jpg | https://historicbridges.org/britishcolumbia/allenbyroadcowichanriver/little_allenbyroadcowichanriver11432.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/allenbyroadcowichanriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.772960,-123.714060 | ||||||||||||||
| 4518 | Cedar Road Bridge | This is an impressive riveted through arch span. The technical description of the main or most noteworthy span of the bridge is a 230 ft (70.1 m) metal tied through arch, fixed. The bridge was primarily built by Unknown. | 49.116240 | -123.880370 | Cedar Road | Nanaimo River | Nanaimo | Nanaimo District, British Columbia | British Columbia | Canada | Metal | Tied | Through | Arch | Fixed | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | Unknown | 6 | 6 | 230 | 70.1 | 270 | 82.3 | 0 | 0 | https://historicbridges.org/britishcolumbia/cedarroadbridge/little_cedarroadbridge11589_small.jpg | https://historicbridges.org/britishcolumbia/cedarroadbridge/little_cedarroadbridge11589.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/cedarroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.116240,-123.880370 | ||||||||||||
| 4519 | TC-1 Northbound Haslam Creek Bridge | This is a small, but graceful looking riveted steel arch. The technical description of the main or most noteworthy span of the bridge is a metal through arch, fixed. The bridge was primarily built by Unknown. | 49.062310 | -123.877360 | TC-1 (Island Highway) Northbound | Haslam Creek | Rural | Nanaimo District, British Columbia | British Columbia | Canada | Metal | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 136 | 41.45 | 0 | 0 | https://historicbridges.org/britishcolumbia/tc1archbridge/little_tc1archbridge11581_small.jpg | https://historicbridges.org/britishcolumbia/tc1archbridge/little_tc1archbridge11581.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/tc1archbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.062310,-123.877360 | ||||||||||||||||
| 4521 | TC-1 Southbound Cowichan River Bridge | This is one of a number of riveted bridges on this highway which today serve one direction of traffic. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Western Bridge and Steel Fabricators Limited of Vancouver, British Columbia. The bridge was primarily designed by British Columbia Department of Public Works. | 48.771670 | -123.698850 | TC-1 (Island Highway) Southbound | Cowichan River | Duncan and North Cowichan | Cowichan Valley District, British Columbia | British Columbia | Canada | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 12 | 1 | 0 | 0 | 1949 | 0 | Western Bridge and Steel Fabricators Limited of Vancouver, British Columbia | British Columbia Department of Public Works | 6 | 5 | 0 | 0 | 252 | 76.81 | 0 | 0 | https://historicbridges.org/britishcolumbia/tc1cowichanriver/little_tc1cowichanriver11127_small.jpg | https://historicbridges.org/britishcolumbia/tc1cowichanriver/little_tc1cowichanriver11127.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/tc1cowichanriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.771670,-123.698850 | |||||||||||||
| 4525 | Slocan Valley Road Bridge | This is one of two very similar bridges found along this stretch of the Slocan River that may have been relocated from a multi-span bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 49.518780 | -117.630130 | Slocan Valley Road | Slocan River | Rural | Central Kootenay District, British Columbia | British Columbia | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | Concrete | Adjacent | Box Beam | Fixed | 0 | 2 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/britishcolumbia/slocanvalleyroad/little_slocanvalleyroad2079_80_81_fused_small.jpg | https://historicbridges.org/britishcolumbia/slocanvalleyroad/little_slocanvalleyroad2079_80_81_fused.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/slocanvalleyroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.518780,-117.630130 | ||||||||||
| 4526 | Passmore Upper Road Bridge | This is one of two very similar bridges found along this stretch of the Slocan River that may have been relocated from a multi-span bridge. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 49.540620 | -117.653310 | Passmore Upper Road | Slocan River | Rural | Central Kootenay District, British Columbia | British Columbia | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | Concrete | Adjacent | Box Beam | Fixed | 0 | 2 | 0 | 0 | Unknown | 6 | 6 | 170 | 51.82 | 300 | 91.44 | 0 | 0 | https://historicbridges.org/britishcolumbia/passmoreupperroad/little_passmoreupperroad2174_5_6_fused_small.jpg | https://historicbridges.org/britishcolumbia/passmoreupperroad/little_passmoreupperroad2174_5_6_fused.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/passmoreupperroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.540620,-117.653310 | ||||||||||
| 4527 | Kootenay River Railway Bridge | This is the largest and most noteworthy of three bridges that take the railway over the Kootenay River using a couple tiny islands. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 49.494570 | -117.380920 | Railroad (Canadian Pacific) | Kootenay River (West Channel) | Rural | Central Kootenay District, British Columbia | British Columbia | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | Metal | Through | Girder | Fixed | 0 | 3 | 0 | 0 | Unknown | 6 | 6 | 150 | 45.72 | 425 | 129.54 | 0 | 0 | https://historicbridges.org/britishcolumbia/kootenayriverrailway/little_kootenayriverrailroad2272_3_4_tonemappedv_small.jpg | https://historicbridges.org/britishcolumbia/kootenayriverrailway/little_kootenayriverrailroad2272_3_4_tonemappedv.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/kootenayriverrailway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.494570,-117.380920 | ||||||||||
| 4529 | Castlegar Robson Railway Bridge | This swing bridge mounted on a tall stone pier is an indication that tall boats once used this river. The technical description of the main or most noteworthy span of the bridge is a 135 ft (41.15 m) metal Variable Depth deck girder, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Unknown. | 49.330200 | -117.663170 | Railroad (Columbia and Western Railway) | Columbia River | Castlegar | Central Kootenay District, British Columbia | British Columbia | Canada | Metal | Variable Depth | Deck | Girder | Movable: Swing | Rim Bearing Center Pier | 0 | 1 | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 8 | 5 | 1902 | 0 | Unknown | 7 | 8 | 135 | 41.15 | 704 | 214.58 | 0 | 0 | https://historicbridges.org/britishcolumbia/castlegarrobsonrailway/little_castlegarrobsonrailway1739_small.jpg | https://historicbridges.org/britishcolumbia/castlegarrobsonrailway/little_castlegarrobsonrailway1739.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/castlegarrobsonrailway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.330200,-117.663170 | ||||||||
| 4530 | TC-1 Southbound Chemainus River Bridge | This is one of a number of riveted bridges on this highway which today serve one direction of traffic. The technical description of the main or most noteworthy span of the bridge is a 250 ft (76.2 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Western Bridge and Steel Fabricators Limited of Vancouver, British Columbia. The bridge was primarily designed by British Columbia Department of Public Works. | 48.878540 | -123.704310 | TC-1 (Island Highway) Southbound | Chemainus River | Rural | Cowichan Valley District, British Columbia | British Columbia | Canada | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 12 | 1 | 0 | 0 | 1949 | 0 | Western Bridge and Steel Fabricators Limited of Vancouver, British Columbia | British Columbia Department of Public Works | 6 | 5 | 250 | 76.2 | 280 | 85.34 | 0 | 0 | https://historicbridges.org/britishcolumbia/tc1chemainusriverbridge/little_tc1chemainusriverbridge11503_small.jpg | https://historicbridges.org/britishcolumbia/tc1chemainusriverbridge/little_tc1chemainusriverbridge11503.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/tc1chemainusriverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.878540,-123.704310 | |||||||||||||
| 4532 | Creston Bridge | This is an impressive and graceful multi-span through arch bridge. The technical description of the main or most noteworthy span of the bridge is a 350 ft (106.68 m) metal tied through arch, fixed. The bridge was primarily built by Western Bridge Company of Vancouver, British Columbia. The bridge was primarily designed by Foundation of Canada Engineering. | 49.117220 | -116.580580 | Crowsnest Highway (BC-3) | Kootenay River | Rural | Central Kootenay District, British Columbia | British Columbia | Canada | Metal | Tied | Through | Arch | Fixed | 0 | 2 | 0 | 0 | 1962 | 0 | Western Bridge Company of Vancouver, British Columbia | Foundation of Canada Engineering | 5 | 6 | 350 | 106.68 | 700 | 213.36 | 0 | 0 | https://historicbridges.org/britishcolumbia/creston/little_creston2601_small.jpg | https://historicbridges.org/britishcolumbia/creston/little_creston2601.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/creston/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.117220,-116.580580 | ||||||||||||||
| 4533 | Shoreacres Bridge | This bridge is noted for its lack of alteration, arch-shaped girders, and cantilever design. The technical description of the main or most noteworthy span of the bridge is a metal cantilever pin and hanger Variable Depth deck girder, fixed. The bridge was primarily built by Western Bridge Company of Vancouver, British Columbia. The bridge was primarily designed by Choukalos, Woodburn, and McKenzie. | 49.420010 | -117.531210 | BC-3A | Slocan River | Shoreacres | Central Kootenay District, British Columbia | British Columbia | Canada | Metal | Variable Depth | Pin and Hanger | Deck | Girder | Fixed | 0 | Cantilever | 3 | 0 | 0 | 1962 | 0 | Western Bridge Company of Vancouver, British Columbia | Choukalos, Woodburn, and McKenzie | 5 | 5 | 0 | 0 | 402 | 122.53 | 0 | 0 | https://historicbridges.org/britishcolumbia/shoreacresbridge/little_shoreacresbridge2039_small.jpg | https://historicbridges.org/britishcolumbia/shoreacresbridge/little_shoreacresbridge2039.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/shoreacresbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.420010,-117.531210 | ||||||||||||
| 4534 | Shoreacres Railway Bridge | This attractive railroad truss bridge is easy to view from the nearby highway. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. | 49.419950 | -117.530810 | Railroad (Canadian Pacific) | Slocan River | Shoreacres | Central Kootenay District, British Columbia | British Columbia | Canada | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 7 | 1 | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/britishcolumbia/shoreacresrailwaybridge/little_shoreacresrailwaybridge1976_7_8_tonemappedv_small.jpg | https://historicbridges.org/britishcolumbia/shoreacresrailwaybridge/little_shoreacresrailwaybridge1976_7_8_tonemappedv.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/shoreacresrailwaybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.419950,-117.530810 | ||||||||||
| 4535 | Waneta Railway Bridge | This bridge with its unuusal top chord end post connections replaced the adjacent cantilever bridge which serves vehicular traffic today. The technical description of the main or most noteworthy span of the bridge is a 230 ft (70.1 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 49.003780 | -117.618350 | Railroad (BNSF) | Pend Oreille River | Waneta | Kootenay Boundary District, British Columbia | British Columbia | Canada | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 10 | 3 | 0 | 0 | 1945 | 0 | Unknown | 6 | 7 | 230 | 70.1 | 500 | 152.4 | 0 | 0 | https://historicbridges.org/britishcolumbia/wanetarailway/little_waneta1398_small.jpg | https://historicbridges.org/britishcolumbia/wanetarailway/little_waneta1398.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/wanetarailway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.003780,-117.618350 | ||||||||||||||
| 4537 | Hell Gate Bridge | New York Connecting Railroad Bridge | This iconic bridge had the longest arch span in the world when built, but its approach spans are also very noteworthy. The technical description of the main or most noteworthy span of the bridge is a 977.5 ft (297.94 m) metal two-hinged Braced Ribbed through arch, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Gustav Lindenthal. | 40.782590 | -73.922090 | Railroad (Amtrak Northeast Corridor, CSX, and Canadian Pacific) | East River, Little Hell Gate, Bronx Kills, and Various Streets | New York | The Bronx, New York and Queens, New York and Manhattan, New York | New York | United States | Metal | Braced Ribbed | Two-Hinged | Through | Arch | Fixed | 23 | 1 | Metal | Inverted Bowstring | Pin-Connected | Deck | Truss | Fixed | 9 | 0 | 1916 | 1996 | American Bridge Company of New York, New York | Gustav Lindenthal | 10 | 10 | 977.5 | 297.94 | 17846 | 5439.46 | 60 | 18.29 | https://historicbridges.org/newyork/hellgatebridge/little_hellgatebridge010627_small.jpg | https://historicbridges.org/newyork/hellgatebridge/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/hellgatebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.782590,-73.922090 | ||||||
| 4538 | South Bend Rail-Trail Bridge | This traditionally composed deck plate girder railroad bridge was converted for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 123 ft (37.49 m) metal deck girder, fixed. The bridge was primarily built by Unknown. | 41.672550 | -86.243350 | Railroad (Rail-Trail) | St. Joseph River | South Bend | St. Joseph County, Indiana | Indiana | United States | Metal | Deck | Girder | Fixed | 0 | 4 | 0 | 0 | 0 | 0 | Unknown | 1 | 1 | 123 | 37.49 | 510 | 155.45 | 0 | 0 | https://historicbridges.org/indiana/jeffersonrr/little_jeffersonrr587_small.jpg | https://historicbridges.org/indiana/jeffersonrr/little_jeffersonrr587.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/jeffersonrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.672550,-86.243350 | ||||||||||||||||
| 4540 | 28th Street Railroad Overpass | An example of a Michigan overpass with riveted steel bents, this bridge was widened. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal stringer (multi-beam), fixed. The bridge was primarily built by L. W. Lamb Company of Jackson, Michigan. | 42.913240 | -85.675960 | 28th Street (M-11) | Railroad (Norfolk Southern) | Wyoming | Kent County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 0 | 0 | 1937 | 1956 | L. W. Lamb Company of Jackson, Michigan | 1 | 1 | 60 | 18.29 | 170 | 51.82 | 63 | 19.2 | https://historicbridges.org/michigan/28thoverpass/little_28thstconrail3_small.jpg | https://historicbridges.org/michigan/28thoverpass/little_28thstconrail3.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/28thoverpass/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.913240,-85.675960 | |||||||||||||||||
| 4542 | Benson Creek Bridge | Old Taylor Avenue Bridge | This impressive Whipple truss has been left in place for pedestrian use only. The technical description of the main or most noteworthy span of the bridge is a 190 ft (57.91 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Unknown. | 38.203280 | -84.882090 | Taylor Avenue (Pedestrian Walkway on Old Alignment) | Benson Creek | Frankfort | Franklin County, Kentucky | Kentucky | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 0 | 1 | 0 | 0 | 1881 | 1996 | Unknown | 8 | 9 | 190 | 57.91 | 190 | 57.91 | 0 | 0 | https://historicbridges.org/kentucky/bensoncrkbridge/little_oldtayloravenuebridge_1707_small.jpg | https://historicbridges.org/kentucky/bensoncrkbridge/little_oldtayloravenuebridge_1707.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/bensoncrkbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.203280,-84.882090 | |||||||||||||
| 4543 | Downlin Forge Road Bridge | Unaltered, this is a good representative example of a state standard steel stringer bridge. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 40.034880 | -75.708570 | Downlin Forge Road (PA-4004) | East Branch Brandywine Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | 1941 | 0 | Unknown | 1 | 1 | 50 | 15.24 | 103 | 31.39 | 24 | 7.32 | https://historicbridges.org/pennsylvania/dowlinforgeroad/little_elaine_dowlinforgeroad004_small.jpg | https://historicbridges.org/pennsylvania/dowlinforgeroad/little_elaine_dowlinforgeroad004.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/dowlinforgeroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.034880,-75.708570 | |||||||||||||||||
| 4545 | High Street Bridge | Seidersville Road Bridge | This bridge is one of the oldest examples of a welded truss bridge in Pennsylvania and one of the few examples of a welded through truss. The technical description of the main or most noteworthy span of the bridge is a 131 ft (39.93 m) metal welded Pratt through truss, fixed. The bridge was primarily built by Unknown. | 40.591010 | -75.347800 | High Street (Seidersville Road) | Saucon Creek | Near Hellertown | Northampton County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Welded | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1936 | 0 | Unknown | 5 | 7 | 131 | 39.93 | 134.8 | 41.09 | 18 | 5.49 | https://historicbridges.org/pennsylvania/hellertownhigh/little_dscf9696_small.jpg | https://historicbridges.org/pennsylvania/hellertownhigh/little_dscf9696.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/hellertownhigh/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.591010,-75.347800 | |||||||||||||
| 4546 | Amasa Railroad Bridge | This uncommon example of a railroad pony truss has massive members. The technical description of the main or most noteworthy span of the bridge is a 95 ft (28.96 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 46.230430 | -88.449280 | Railroad (Soo Line) | Hemlock River | Amasa | Iron County, Michigan | Michigan | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 8 | 1 | 0 | 0 | 1902 | 0 | Unknown | 6 | 7 | 95 | 28.96 | 100 | 30.48 | 0 | 0 | https://historicbridges.org/michigan/amasarrbridge/little_amasarrbridge_3273_small.jpg | https://historicbridges.org/michigan/amasarrbridge/little_amasarrbridge_3273.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/amasarrbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.230430,-88.449280 | ||||||||||||||
| 4547 | Auburn Riverwalk Bridge | This multi-span railroad truss bridge has been converted for non-motorized public use. The technical description of the main or most noteworthy span of the bridge is a 155 ft (47.24 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 44.092590 | -70.224040 | Railroad (Auburn Riverwalk Rail-Trail) | Androscoggin River | Lewiston and Auburn | Androscoggin County, Maine | Maine | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 3 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 155 | 47.24 | 425 | 129.54 | 0 | 0 | https://historicbridges.org/maine/lewistonrr/little_p1480398_small.jpg | https://historicbridges.org/maine/lewistonrr/little_p1480398.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maine/lewistonrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.092590,-70.224040 | ||||||||||||||
| 4548 | Avoca Railroad Bridge | An attractive Baltimore truss bridge with massive members and a skew. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 42.412590 | -77.426380 | Railroad (Livonia, Avon and Lakeville) | Cohocton River | Avoca | Steuben County, New York | New York | United States | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 14 | 1 | 0 | 0 | 1919 | 0 | American Bridge Company of New York, New York | 6 | 5 | 140 | 42.67 | 140 | 42.67 | 0 | 0 | https://historicbridges.org/newyork/avocarr/newyork0396_small.jpg | https://historicbridges.org/newyork/avocarr/newyork0396.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/avocarr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.412590,-77.426380 | ||||||||||||||
| 4549 | Barker-Stewart Island Railroad Bridge West | A multi-span example of a nationally uncommon truss type, with a variety of span designs. The technical description of the main or most noteworthy span of the bridge is a 158 ft (48.16 m) metal rivet-connected Lattice (Quadruple Warren) through truss, fixed. The bridge was primarily built by Lassig Bridge and Iron Works of Chicago, Illinois. | 44.963540 | -89.635340 | Railroad (Wisconsin Central) | Wisconsin River (West Channel) | Wausau | Marathon County, Wisconsin | Wisconsin | United States | Metal | Lattice (Quadruple Warren) | Rivet-Connected | Through | Truss | Fixed | 13 | 2 | Metal | Through | Girder | Fixed | 0 | 1 | 1888 | 0 | Lassig Bridge and Iron Works of Chicago, Illinois | 8 | 7 | 158 | 48.16 | 380 | 115.82 | 0 | 0 | https://historicbridges.org/wisconsin/wausau/little_zimg_20211017_083143_small.jpg | https://historicbridges.org/wisconsin/wausau/little_wausau1add_7351.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/wausau/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.963540,-89.635340 | ||||||||||
| 4550 | Benicia - Martinez Railroad Bridge | Southern Pacific Railroad Bridge | This difficult to photograph historic bridge is a very long structure with a variety of span types and is sandwiched between two highway bridges.. The technical description of the main or most noteworthy span of the bridge is a 328 ft (99.97 m) metal rivet-connected Polygonal Warren through truss, movable: vertical lift, Span Drive. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Waddell and Hardesty of New York, New York. | 38.038810 | -122.120610 | Railroad (Union Pacific) | Carquinez Strait (Suisun Bay) | Martinez and Benicia | Contra Costa County, California and Solano County, California | California | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Movable: Vertical Lift | Span Drive | 8 | 1 | Metal | Polygonal Warren | Multiple-Type-Connected | Through | Truss | Fixed | 12 | 15 | 1930 | 0 | American Bridge Company of New York, New York | Waddell and Hardesty of New York, New York | 7 | 7 | 328 | 99.97 | 5620 | 1712.98 | 0 | 0 | https://historicbridges.org/california/martinezrr/little_day4_martinezrrbridge05499_small.jpg | https://historicbridges.org/california/martinezrr/little_day4_martinezrrbridge05499.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/martinezrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.038810,-122.120610 | |||||
| 4551 | Big Beaver Boulevard Railroad Overpass | This is an impressive, massive through truss that carries a railroad over a highway. The technical description of the main or most noteworthy span of the bridge is a 230 ft (70.1 m) metal rivet-connected Camelback through truss, fixed. The bridge was primarily built by Unknown. | 40.818320 | -80.324010 | Railroad (Conrail) | Big Beaver Boulevard (PA-18) | Near Homewood | Beaver County, Pennsylvania | Pennsylvania | United States | Metal | Camelback | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 230 | 70.1 | 230 | 70.1 | 0 | 0 | https://historicbridges.org/pennsylvania/sr18bigbeaverblvd/little_img_5075_small.jpg | https://historicbridges.org/pennsylvania/sr18bigbeaverblvd/little_img_5075.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/sr18bigbeaverblvd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.818320,-80.324010 | ||||||||||||||
| 4552 | Brantford Railway Truss Bridge | This impressive bridge has two truss spans with subtle differences and unusual details. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 43.136320 | -80.268860 | Railroad (Rail-Trail) | Grand River | Brantford | Brant County, Ontario | Ontario | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 2 | Metal | Through | Girder | Fixed | 0 | 2 | 0 | 0 | Unknown | 7 | 7 | 120 | 36.58 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/brantfordrailtruss/little_brantfordrailroadtruss0119_small.jpg | https://historicbridges.org/ontario/brantfordrailtruss/little_brantfordrailroadtruss0119.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/brantfordrailtruss/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.136320,-80.268860 | ||||||||||
| 4553 | Bridgeport Railroad Bridge | A beautiful through railroad truss with an interesting portal and plenty of v-lacing and lattice. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 43.358800 | -83.883550 | Railroad (CSX) | Cass River | Bridgeport | Saginaw County, Michigan | Michigan | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 0 | 1909 | 0 | American Bridge Company of New York, New York | 5 | 6 | 130 | 39.62 | 530 | 161.54 | 0 | 0 | https://historicbridges.org/truss/brgprail/little_pict8618_small.jpg | https://historicbridges.org/truss/brgprail/little_pict8618.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/brgprail/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.358800,-83.883550 | |||||||||||
| 4554 | Calumet River Norfolk Southern Railroad Bridge | Nickel Plate Road Railroad Bridge | This is an impressive example of a traditional mid-20th Century railroad vertical lift bridge. The technical description of the main or most noteworthy span of the bridge is a 320 ft (97.54 m) metal bolt-connected Polygonal Warren through truss, movable: vertical lift. The bridge was primarily built by American Bridge Company of New York, New York. | 41.666020 | -87.564380 | Railroad (Norfolk Southern) | Calumet River | Chicago | Cook County, Illinois | Illinois | United States | Metal | Polygonal Warren | Bolt-Connected | Through | Truss | Movable: Vertical Lift | 12 | 1 | 0 | 2 | 1971 | 0 | American Bridge Company of New York, New York | 3 | 4 | 320 | 97.54 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/torrencerr/little_p1270544_small.jpg | https://historicbridges.org/illinois/torrencerr/little_p1270544.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/torrencerr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.666020,-87.564380 | |||||||||||||
| 4555 | Calumet Sag Channel Canadian National Railroad Bridge | A typical example of a Calumet Sag Channel railroad bridge. The technical description of the main or most noteworthy span of the bridge is a 325 ft (99.06 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. | 41.696630 | -87.941090 | Railroad (Canadian National) | Calumet Sag Channel | Chicago | Cook County, Illinois | Illinois | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 12 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 325 | 99.06 | 395 | 120.4 | 0 | 0 | https://historicbridges.org/illinois/calsagrail/little_pict0970_small.jpg | https://historicbridges.org/illinois/calsagrail/little_pict0970.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/calsagrail/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.696630,-87.941090 | ||||||||||||||
| 4556 | Canal Outlet Railroad Bridge | This important bridge is an extremely old example of a metal railroad bridge and was built by a noteworthy company. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Keystone Bridge Company of Pittsburgh, Pennsylvania. | 42.194870 | -72.604400 | Railroad (Abandoned Pioneer Valley Railroad) | 3rd Level Canal Outlet | Holyoke | Hampden County, Massachusetts | Massachusetts | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1878 | 0 | Keystone Bridge Company of Pittsburgh, Pennsylvania | 8 | 9 | 140 | 42.67 | 145 | 44.2 | 0 | 0 | https://historicbridges.org/massachusetts/holyokerr2/little_pict8122_small.jpg | https://historicbridges.org/massachusetts/holyokerr2/little_pict8122.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/holyokerr2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.194870,-72.604400 | ||||||||||||||
| 4557 | Casselman Railway Bridge | This is a multi-span railroad through truss that replaced an earlier metal truss bridge at this location. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 45.315490 | -75.094040 | Railroad (ViaRail) | South Nation River | Casselman | Prescott and Russell United Counties, Ontario | Ontario | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 4 | 0 | 0 | 1905 | 0 | Unknown | 6 | 6 | 125 | 38.1 | 520 | 158.5 | 0 | 0 | https://historicbridges.org/ontario/casselmanrailway/little_casselmanrailway1875_small.jpg | https://historicbridges.org/ontario/casselmanrailway/little_casselmanrailway1875.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/casselmanrailway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.315490,-75.094040 | ||||||||||||||
| 4558 | Flint River Railroad Bridge | An awesome through truss with an unusual modified Warren truss configuration. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Modified Warren through truss, fixed. The bridge was primarily built by Unknown. | 43.281490 | -83.911770 | Railroad (Central Michigan / Huron and Eastern Railroad) | Flint River | Rural | Saginaw County, Michigan | Michigan | United States | Metal | Modified Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 0 | 0 | 0 | Unknown | 5 | 6 | 160 | 48.77 | 235 | 71.63 | 0 | 0 | https://historicbridges.org/truss/flintrr/bkg_07hbme444_small.jpg | https://historicbridges.org/truss/flintrr/07hbme837.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/flintrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.281490,-83.911770 | |||||||||||
| 4559 | Cheboygan River Railroad Bridge | This is a good, early example of a railroad through truss built by the American Bridge Company of New York, New York. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 45.595490 | -84.475850 | Railroad (Rail-Trail) | Cheboygan River | Rural | Cheboygan County, Michigan | Michigan | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1904 | 0 | American Bridge Company of New York, New York | 5 | 7 | 130 | 39.62 | 138 | 42.06 | 0 | 0 | https://historicbridges.org/truss/cheboyganrr2/little_img_0182_small.jpg | https://historicbridges.org/truss/cheboyganrr2/little_img_0182.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/cheboyganrr2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.595490,-84.475850 | ||||||||||||||
| 4560 | Chicago and Western Indiana Railroad Bridge | A typical example of the railroad truss bridges found on the Little Calumet River and Calumet Sag Channel. The technical description of the main or most noteworthy span of the bridge is a 270 ft (82.3 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. | 41.649990 | -87.612060 | Railroad (Chicago and Western Indiana) | Little Calumet River | Chicago | Cook County, Illinois | Illinois | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 0 | 0 | 0 | Unknown | 4 | 3 | 270 | 82.3 | 400 | 121.92 | 0 | 0 | https://historicbridges.org/illinois/littlecalumetrr3/little_p1250957_small.jpg | https://historicbridges.org/illinois/littlecalumetrr3/little_p1250957.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/littlecalumetrr3/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.649990,-87.612060 | |||||||||||
| 4561 | Clarion Secondary Railroad Bridge | This large and visually stunning bridge is a magnificent example of its type, and is hidden out in a very rural location. The technical description of the main or most noteworthy span of the bridge is a 270 ft (82.3 m) metal pin-connected Baltimore deck truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. The bridge was primarily designed by Albert Lucius of New York, New York. | 41.181850 | -79.456470 | Railroad (Abandoned Clarion Secondary Railroad) | Clarion River | Rural | Clarion County, Pennsylvania | Pennsylvania | United States | Metal | Baltimore | Pin-Connected | Deck | Truss | Fixed | 10 | 3 | 0 | 0 | 1908 | 1928 | King Bridge Company of Cleveland, Ohio | Albert Lucius of New York, New York | 7 | 8 | 270 | 82.3 | 845 | 257.56 | 0 | 0 | https://historicbridges.org/pennsylvania/pineydam/little_100_2042_small.jpg | https://historicbridges.org/pennsylvania/pineydam/little_100_2042.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pineydam/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.181850,-79.456470 | |||||||||||||
| 4562 | Lower Maumee River Railroad Bridge | One of several large and impressive swing bridges on the Maumee River in Toledo. The technical description of the main or most noteworthy span of the bridge is a 353 ft (107.59 m) metal rivet-connected Camelback through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by American Bridge Company of New York, New York. | 41.683070 | -83.481800 | Railroad (CSX) | Maumee River | Toledo | Lucas County, Ohio | Ohio | United States | Metal | Camelback | Rivet-Connected | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 10 | 1 | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 7 | 1931 | 0 | American Bridge Company of New York, New York | 7 | 8 | 353 | 107.59 | 1415 | 431.29 | 0 | 0 | https://historicbridges.org/ohio/csx_toledo/little_ohio20_small.jpg | https://historicbridges.org/ohio/csx_toledo/little_ohio20.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/csx_toledo/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.683070,-83.481800 | |||||||
| 4563 | Lockport Railroad Bridge | Upside-Down Bridge, Bridge E-231 | This impressive structure was built as a deck truss to limit boat height on the Erie Canal to benefit the railroads. The technical description of the main or most noteworthy span of the bridge is a 190 ft (57.91 m) metal rivet-connected Baltimore deck truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 43.173500 | -78.690060 | Railroad (Falls Road Railroad) | Erie Canal (New York State Barge Canal) | Lockport | Niagara County, New York | New York | United States | Metal | Baltimore | Rivet-Connected | Deck | Truss | Fixed | 10 | 1 | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 0 | 4 | 1902 | 0 | King Bridge Company of Cleveland, Ohio | 6 | 7 | 190 | 57.91 | 395 | 120.4 | 8.8 | 2.68 | https://historicbridges.org/truss/lockportrr/little_img_0045_small.jpg | https://historicbridges.org/truss/lockportrr/little_img_0045.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/lockportrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.173500,-78.690060 | |||||||
| 4564 | Loudon Railroad Bridge | This bridge appears to be a very late example of a metal truss bridge and is noted for its simple span length. The technical description of the main or most noteworthy span of the bridge is a 375 ft (114.3 m) metal bolt-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. | 35.746370 | -84.333230 | Railroad (Norfolk Southern) | Tennessee River (Watts Bar Lake) | Loudon | Loudon County, Tennessee | Tennessee | United States | Metal | Polygonal Warren | Bolt-Connected | Through | Truss | Fixed | 12 | 1 | Metal | Deck | Girder | Fixed | 0 | 9 | 0 | 0 | Unknown | 5 | 5 | 375 | 114.3 | 1725 | 525.78 | 0 | 0 | https://historicbridges.org/tennessee/nstennesseeriverlouden/little_002_small.jpg | https://historicbridges.org/tennessee/nstennesseeriverlouden/little_002.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/nstennesseeriverlouden/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.746370,-84.333230 | ||||||||||
| 4565 | Whitford High Line Bridge | This impressive bridge is a beautiful pin-connected Parker truss of substantial span length. The technical description of the main or most noteworthy span of the bridge is a 375 ft (114.3 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. | 40.014700 | -75.638600 | Railroad (Abandoned Pennsylvania Railroad) | Railroad (Amtrak) and Whitford Road | Exton | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 11 | 1 | 0 | 0 | 1905 | 0 | Pennsylvania Steel Company of Steelton, Pennsylvania | 7 | 7 | 375 | 114.3 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/whitfordhigh/little_whitfordroadironbridge002_small.jpg | https://historicbridges.org/pennsylvania/whitfordhigh/little_whitfordroadironbridge002.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/whitfordhigh/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.014700,-75.638600 | ||||||||||||||
| 4566 | Wheeling and Lake Erie Railroad Bridge | A beautiful example of a large, pin-connected swing bridge with extensive approach spans. The technical description of the main or most noteworthy span of the bridge is a 345 ft (105.16 m) metal pin-connected Pratt through truss, movable: swing, Center Bearing. The bridge was primarily built by Edge Moor Bridge Works of Wilmington, Delaware and Detroit Bridge and Iron Works of Detroit, Michigan. | 41.674750 | -83.489790 | Railroad (Wheeling and Lake Erie) | Maumee River | Toledo | Lucas County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Through | Truss | Movable: Swing | Center Bearing | 0 | 1 | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 7 | 0 | 0 | Edge Moor Bridge Works of Wilmington, Delaware and Detroit Bridge and Iron Works of Detroit, Michigan | 7 | 8 | 345 | 105.16 | 1315 | 400.81 | 0 | 0 | https://historicbridges.org/ohio/wle_toledo/little_ohio11_small.jpg | https://historicbridges.org/ohio/wle_toledo/little_ohio13.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/wle_toledo/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.674750,-83.489790 | |||||||
| 4567 | Yellow Line Bridge | Skokie Swift Bridge | This bridge contains a variety of spans but its double-warren deck truss is locally rare. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal rivet-connected Double-Intersection Warren deck truss, fixed. The bridge was primarily built by Unknown. | 42.022680 | -87.710720 | Railroad (Chicago Transit Authority | North Shore Channel and McCormick Boulevard | Skokie and Evanston | Cook County, Illinois | Illinois | United States | Metal | Double-Intersection Warren | Rivet-Connected | Deck | Truss | Fixed | 8 | 1 | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 8 | 11 | 1925 | 0 | Unknown | 6 | 7 | 130 | 39.62 | 835 | 254.51 | 0 | 0 | https://historicbridges.org/illinois/skokieswiftbridge/little_skokieswiftbridge2529_small.jpg | https://historicbridges.org/illinois/skokieswiftbridge/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/skokieswiftbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.022680,-87.710720 | |||||||
| 4568 | Rockwood Railroad Bridge | A nice railroad through truss with unusual portal bracing and deck plate girder approaches. The technical description of the main or most noteworthy span of the bridge is a 155 ft (47.24 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Unknown. | 42.064030 | -83.254390 | Railroad (Norfolk Southern) | Huron River | Rockwood | Wayne County, Michigan and Monroe County, Michigan | Michigan | United States | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | Metal | Deck | Girder | Fixed | 0 | 2 | 0 | 0 | Unknown | 6 | 6 | 155 | 47.24 | 234 | 71.32 | 0 | 0 | https://historicbridges.org/truss/rockwood/little_img_0467_small.jpg | https://historicbridges.org/truss/rockwood/little_img_0467.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/rockwood/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.064030,-83.254390 | ||||||||||
| 4569 | Peshtigo Southern Railroad Bridge | This impressive three span lattice truss has a center span that is shorter than the end spans. The technical description of the main or most noteworthy span of the bridge is a 128 ft (39.01 m) metal rivet-connected Lattice (Quadruple Warren) through truss, fixed. The bridge was primarily built by Unknown. | 45.047380 | -87.745140 | Railroad (Canadian National) | Peshtigo River | Peshtigo | Marinette County, Wisconsin | Wisconsin | United States | Metal | Lattice (Quadruple Warren) | Rivet-Connected | Through | Truss | Fixed | 9 | 3 | 0 | 0 | 0 | 0 | Unknown | 7 | 8 | 128 | 39.01 | 355 | 108.2 | 0 | 0 | https://historicbridges.org/wisconsin/peshtigorrbridgesouth/little_peshtigorrbridgesouth_2384_small.jpg | https://historicbridges.org/wisconsin/peshtigorrbridgesouth/little_peshtigorrbridgesouth_2384.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/peshtigorrbridgesouth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.047380,-87.745140 | ||||||||||||||
| 4570 | New River Norfolk Southern Railroad Bridge | Cincinnati Southern New River Bypass Bridge | This high level truss bridge is a late but large example of its type. The technical description of the main or most noteworthy span of the bridge is a 400 ft (121.92 m) metal cantilever bolt-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 36.395920 | -84.557850 | Railroad (Norfolk Southern, Cincinnati Southern) | New River | Rural | Scott County, Tennessee | Tennessee | United States | Metal | Warren | Bolt-Connected | Deck | Truss | Fixed | 0 | Cantilever | 3 | Metal | Deck | Girder | Fixed | 0 | 6 | 1963 | 0 | Unknown | 6 | 6 | 400 | 121.92 | 1622 | 494.39 | 0 | 0 | https://historicbridges.org/tennessee/nsnewriver/little_r131_small.jpg | https://historicbridges.org/tennessee/nsnewriver/little_r131.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/nsnewriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.395920,-84.557850 | ||||||||
| 4571 | Michigan City Railroad Bridge | This gorgeous swing bridge still operates for boats and carries Amtrak trains. The technical description of the main or most noteworthy span of the bridge is a 195 ft (59.44 m) metal pin-connected Pratt through truss, movable: swing, Center Pier. The bridge was primarily built by Unknown. | 41.722650 | -86.898190 | Railroad (Norfolk Southern, Amtrak) | Trail Creek | Michigan City | La Porte County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Movable: Swing | Center Pier | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 195 | 59.44 | 200 | 60.96 | 0 | 0 | https://historicbridges.org/indiana/michigancity/little_pict0026_small.jpg | https://historicbridges.org/indiana/michigancity/little_pict0026.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/michigancity/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.722650,-86.898190 | |||||||||||||
| 4573 | Fort Wayne Railroad Bridge | This is a rare pin connected camelback railroad truss bridge! The technical description of the main or most noteworthy span of the bridge is a 185 ft (56.39 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 41.079480 | -85.153550 | Railroad (Norfolk Southern) | St. Marys River | Fort Wayne | Allen County, Indiana | Indiana | United States | Metal | Camelback | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1904 | 0 | King Bridge Company of Cleveland, Ohio | 8 | 7 | 185 | 56.39 | 190 | 57.91 | 0 | 0 | https://historicbridges.org/truss/fortwayne/little_addfortwaynerailroadbridge_7782_small.jpg | https://historicbridges.org/truss/fortwayne/little_img_20190920_181445.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/fortwayne/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.079480,-85.153550 | ||||||||||||||
| 4574 | Daggett Railroad Bridge | One of only a few known surviving lattice through truss bridges in Michigan, this bridge sits out in the open for all to see. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Lattice (Quadruple Warren) through truss, fixed. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. | 45.456030 | -87.605630 | Railroad (Canadian National) | Little Cedar River | Daggett | Menominee County, Michigan | Michigan | United States | Metal | Lattice (Quadruple Warren) | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1917 | 0 | Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin | 7 | 7 | 120 | 36.58 | 120 | 36.58 | 12 | 3.66 | https://historicbridges.org/michigan/daggettrrbridge/little_daggettrrbridge_2975_small.jpg | https://historicbridges.org/michigan/daggettrrbridge/little_daggettrrbridge_2975.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/daggettrrbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.456030,-87.605630 | ||||||||||||||
| 4576 | Brilliant Bridge | Highway 93 Bridge | This impressive arch bridge sits right next to the former highway bridge which has been preserved. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal hingeless Solid Ribbed deck arch, fixed. The bridge was primarily built by Western Bridge Company of Vancouver, British Columbia. | 49.316770 | -117.631010 | BC-3A (Highway 93) | Kootenay River | Brilliant | Central Kootenay District, British Columbia | British Columbia | Canada | Metal | Solid Ribbed | Hingeless | Deck | Arch | Fixed | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 7 | 1966 | 0 | Western Bridge Company of Vancouver, British Columbia | 6 | 6 | 300 | 91.44 | 992 | 302.36 | 0 | 0 | https://historicbridges.org/britishcolumbia/brilliantbridge/little_brilliantbridge1833_small.jpg | https://historicbridges.org/britishcolumbia/brilliantbridge/little_brilliantbridge1833.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/brilliantbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.316770,-117.631010 | ||||||||||
| 4581 | ! | Ridge Avenue Bridge | Currently abandoned, this unusual bridge could be restored to serve pedestrians in its park setting. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Fort Pitt Bridge Works of Pittsburgh, Pennsylvania. | 40.451200 | -80.010290 | Ridge Avenue | Railroad (Norfolk Southern) | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 10 | 1 | 0 | 0 | 1903 | 1957 | Fort Pitt Bridge Works of Pittsburgh, Pennsylvania | 7 | 6 | 65 | 19.81 | 68 | 20.73 | 40.4 | 12.31 | https://historicbridges.org/pennsylvania/ridgeavenue/little_p1220829_small.jpg | https://historicbridges.org/pennsylvania/ridgeavenue/little_p1220829.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/ridgeavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.451200,-80.010290 | |||||||||||||
| 4584 | ! | Pennsylvania Turnpike Beaver River Bridge | This is a large cantilever deck truss that is hidden in a wooded setting. The technical description of the main or most noteworthy span of the bridge is a 410 ft (124.97 m) metal cantilever rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 40.811520 | -80.318900 | I-76 (Pennsylvania Turnpike) | Beaver River, PA-1001, and Railroad | Rural | Beaver County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 0 | Cantilever | 5 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1952 | 1988 | Unknown | 3 | 2 | 410 | 124.97 | 1546 | 471.22 | 56 | 17.07 | https://historicbridges.org/pennsylvania/turnpikebeaver/little_p1240417_small.jpg | https://historicbridges.org/pennsylvania/turnpikebeaver/little_p1240417.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpikebeaver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.811520,-80.318900 | |||||||||
| 4586 | Watts Mills Road Bridge | One of the most significant bridges in the region, this bridge is an extremely rare example of early continuous truss design. The technical description of the main or most noteworthy span of the bridge is a 48 ft (14.63 m) metal continuous pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania. Special note about bridge location: This bridge is closed to traffic. | 40.790570 | -80.493850 | Watts Mills Road (PA-4009) | North Fork Little Beaver Creek | Rural | Beaver County, Pennsylvania | Pennsylvania | United States | This bridge is closed to traffic. | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 6 | Continuous | 2 | 0 | 0 | 1878 | 0 | Penn Bridge Company of Beaver Falls, Pennsylvania | 9 | 9 | 48 | 14.63 | 109 | 33.22 | 12.5 | 3.81 | https://historicbridges.org/pennsylvania/wattsmills/bkg_swpenn1427_small.jpg | https://historicbridges.org/pennsylvania/wattsmills/little_addwattsmill_6829_30_31vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/wattsmills/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.790570,-80.493850 | ||||||||||||
| 4587 | King Street Bridge | This is an attractive traditional arch bridge that has the unusual addition of an Indian head sculpture on the railing. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Ferro-Concrete Construction Company of Harrisburg, Pennsylvania. | 40.049500 | -77.523290 | King Street (US-11, PA-696, PA-533) | Middle Spring Creek | Shippensburg | Cumberland County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1911 | 0 | Ferro-Concrete Construction Company of Harrisburg, Pennsylvania | 5 | 5 | 40 | 12.19 | 47 | 14.33 | 47 | 14.33 | https://historicbridges.org/pennsylvania/shippensburg/little_p1210939_small.jpg | https://historicbridges.org/pennsylvania/shippensburg/little_p1210939.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/shippensburg/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.049500,-77.523290 | |||||||||||||||
| 4589 | Ponakin Bridge | One of the rarest truss bridges in the country, a cast iron Post truss sits abandoned and should be restored at all costs. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal (cast iron) pin-connected Post through truss, fixed. The bridge was primarily built by Watson Manufacturing Company of Paterson, New Jersey. | 42.481060 | -71.685040 | Ponakin Road | Nashua River | Ponakin Mill | Worcester County, Massachusetts | Massachusetts | United States | Metal (Cast Iron) | Post | Pin-Connected | Through | Truss | Fixed | 11 | 1 | 0 | 0 | 1871 | 1978 | Watson Manufacturing Company of Paterson, New Jersey | 10 | 10 | 100 | 30.48 | 101 | 30.78 | 20.3 | 6.19 | https://historicbridges.org/massachusetts/ponakin/little_img_1971_small.jpg | https://historicbridges.org/massachusetts/ponakin/little_img_1971.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/ponakin/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.481060,-71.685040 | ||||||||||||||
| 4593 | Sabula Rail Bridge | Sabula Railroad Bridge | This is an impressive bridge both because of its swing span but also its Pratt and Parker truss approach spans. The technical description of the main or most noteworthy span of the bridge is a 360 ft (109.73 m) metal multiple-type-connected Pratt through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Charles Frederick Loweth. | 42.064150 | -90.166550 | Railroad (Iowa, Chicago, and Eastern Railroad) | Mississippi River | Sabula | Jackson County, Iowa and Carroll County, Illinois | Iowa and Illinois | United States | Metal | Pratt | Multiple-Type-Connected | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 0 | 1 | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 9 | 0 | 1906 | 0 | American Bridge Company of New York, New York | Charles Frederick Loweth | 8 | 8 | 360 | 109.73 | 1967 | 599.54 | 0 | 0 | https://historicbridges.org/iowa/sabularailroad/little_sabularailroad5464_small.jpg | https://historicbridges.org/iowa/sabularailroad/little_sabularailroad5464.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/sabularailroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.064150,-90.166550 | |||||
| 4594 | 1st Avenue Railroad Overpass | One of only two truss railroad overpasses that cross a highway in Michigan, this is a very unusual truss. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal rivet-connected Camelback pony truss, fixed. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. | 46.476670 | -90.055910 | Railroad (Abandoned Soo Line) | 1st Avenue | Bessemer | Gogebic County, Michigan | Michigan | United States | Metal | Camelback | Rivet-Connected | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 1896 | 0 | Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin | 7 | 7 | 90 | 27.43 | 195 | 59.44 | 8 | 2.44 | https://historicbridges.org/michigan/bessemer1st/bkg_IMG_0150-142_small.jpg | https://historicbridges.org/michigan/bessemer1st/IMG_0150.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/bessemer1st/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.476670,-90.055910 | ||||||||||||||
| 4597 | Rainbow Bridge | La Conner Bridge | This graceful arch bridge is noted for its uncommon design type, aesthetics, and span length. The technical description of the main or most noteworthy span of the bridge is a 550 ft (167.64 m) metal hingeless Solid Ribbed through arch, fixed. The bridge was primarily built by Neukirch Brothers of Seattle, Washington. The bridge was primarily designed by Harry R. Powell and Associates. | 48.386780 | -122.502450 | Pioneer Parkway Road (Maple Avenue) | Swinomish Slough | La Conner | Skagit County, Washington | Washington | United States | Metal | Solid Ribbed | Hingeless | Through | Arch | Fixed | 21 | 1 | Concrete | T-Beam | Fixed | 0 | 6 | 1957 | 0 | Neukirch Brothers of Seattle, Washington | Harry R. Powell and Associates | 6 | 7 | 550 | 167.64 | 791.5 | 241.25 | 24 | 7.32 | https://historicbridges.org/washington/laconner/little_laconner13207_small.jpg | https://historicbridges.org/washington/laconner/little_laconner13207.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/laconner/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.386780,-122.502450 | |||||||||
| 4598 | Division Street Bridge | Mt. Vernon Bridge | Although it no longer opens for boats, this is a good example of a truss swing bridge in Washington State. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Warren through truss, movable: swing, Center Bearing Center Pier. The bridge was primarily built by Guy F. Atkinson. The bridge was primarily designed by George Stevens. | 48.421490 | -122.339920 | Division Street (WA-536) | Skagit River | Mt. Vernon | Skagit County, Washington | Washington | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Swing | Center Bearing Center Pier | 0 | 1 | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 5 | 1954 | 0 | Guy F. Atkinson | George Stevens | 6 | 6 | 160 | 48.77 | 675 | 205.74 | 28 | 8.53 | https://historicbridges.org/washington/mtvernon/little_mtvernon12939_small.jpg | https://historicbridges.org/washington/mtvernon/little_mtvernon12939.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/mtvernon/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.421490,-122.339920 | |||||
| 4599 | Bebee Bridge | This unusual bridge stands next to the towers of the suspension bridge it replaced. The technical description of the main or most noteworthy span of the bridge is a 520 ft (158.5 m) metal continuous tied Braced Ribbed through arch, fixed. The bridge was primarily built by Unknown. | 47.814440 | -119.972930 | US-97 | Columbia River | Rural | Chelan County, Washington | Washington | United States | Metal | Braced Ribbed | Tied | Through | Arch | Fixed | 0 | Continuous | 3 | Concrete | Box Beam | Fixed | 0 | 3 | 1962 | 2009 | Unknown | 6 | 6 | 520 | 158.5 | 1227 | 373.99 | 26 | 7.92 | https://historicbridges.org/washington/beebebridge/little_beebebridge4051_small.jpg | https://historicbridges.org/washington/beebebridge/little_beebebridge4051.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/beebebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.814440,-119.972930 | ||||||||||
| 4601 | US-2 Kootenai River Bridge | This is a somewhat unusually configured continuous deck truss. The technical description of the main or most noteworthy span of the bridge is a 264 ft (80.47 m) metal continuous rivet-connected Warren deck truss, fixed. The bridge was primarily built by McNutt Brothers of Eugene, Oregon. | 48.495560 | -115.918350 | US-2 | Kootenai River | Rural | Lincoln County, Montana | Montana | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 12 | Continuous | 3 | Concrete (Stone Faced) | T-Beam | Fixed | 0 | 4 | 1942 | 1992 | McNutt Brothers of Eugene, Oregon | 6 | 6 | 264 | 80.47 | 942 | 287.12 | 31.2 | 9.51 | https://historicbridges.org/montana/us2kootenairiver/little_us2kootenairiver6158_59_60_fused_small.jpg | https://historicbridges.org/montana/us2kootenairiver/little_us2kootenairiver6158_59_60_fused.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=montana/us2kootenairiver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.495560,-115.918350 | ||||||||||
| 4602 | Westmond Bridge | This riveted truss bridge was bypassed but left standing next to its replacement, and might eventually serve a trail. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 48.157560 | -116.599990 | US-95 (Abandoned Alignment) | Railroad (BNSF) | Rural | Bonner County, Idaho | Idaho | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | Concrete | T-Beam | Fixed | 0 | 2 | 1936 | 0 | Unknown | 5 | 6 | 140 | 42.67 | 262 | 79.86 | 24 | 7.32 | https://historicbridges.org/idaho/oldus95railroadoverpass/little_oldus95railroadoverpass6495_small.jpg | https://historicbridges.org/idaho/oldus95railroadoverpass/little_oldus95railroadoverpass6495.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=idaho/oldus95railroadoverpass/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.157560,-116.599990 | |||||||||||
| 4604 | Steel Bridge | This unique double deck lift bridge has the ability to lift the lower deck only or both decks as needed. The technical description of the main or most noteworthy span of the bridge is a 211 ft (64.31 m) metal rivet-connected Pratt through truss, movable: vertical lift, Span Drive. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Waddell and Harrington of Kansas City, Missouri. | 45.527560 | -122.669080 | OR-99W and Railroad (Southern Pacific) | Willamette River | Portland | Multnomah County, Oregon | Oregon | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Movable: Vertical Lift | Span Drive | 7 | 1 | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 11 | 2 | 1912 | 0 | American Bridge Company of New York, New York | Waddell and Harrington of Kansas City, Missouri | 9 | 10 | 211 | 64.31 | 800 | 243.84 | 50 | 15.24 | https://historicbridges.org/oregon/steelbridge/little_steelbridge8485_small.jpg | https://historicbridges.org/oregon/steelbridge/little_steelbridge_7285.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/steelbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.527560,-122.669080 | ||||||
| 4605 | Broadway Bridge | This iconic bridge is the largest example of the rare Rall type of bascule bridge ever built. The technical description of the main or most noteworthy span of the bridge is a 278 ft (84.73 m) metal rivet-connected Baltimore through truss, movable: double leaf bascule, Rall. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. The bridge was primarily designed by Ralph Modjeski. | 45.531850 | -122.674170 | Broadway | Willamette River and Various Streets and Railroad | Portland | Multnomah County, Oregon | Oregon | United States | Metal | Baltimore | Rivet-Connected | Through | Truss | Movable: Double Leaf Bascule | Rall | 12 | 1 | Metal | Pennsylvania | Rivet-Connected | Through | Truss | Fixed | 11 | 6 | 1913 | 0 | Pennsylvania Steel Company of Steelton, Pennsylvania | Ralph Modjeski | 9 | 10 | 278 | 84.73 | 1742 | 530.96 | 45.6 | 13.9 | https://historicbridges.org/oregon/broadwaybridge/little_broadwaybridge8446_small.jpg | https://historicbridges.org/oregon/broadwaybridge/little_broadwaybridge8446.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/broadwaybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.531850,-122.674170 | ||||||
| 4606 | ! | Burnside Bridge | An attractive bascule bridge with uncommon double-Warren deck truss approach spans, and designed by Gustav Lindenthal, a famous engineer. The technical description of the main or most noteworthy span of the bridge is a 213 ft (64.92 m) metal rivet-connected Pratt deck truss, movable: double leaf bascule, Strauss Trunnion. The bridge was primarily built by Pacific Bridge Company of Portland, Oregon. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois and Gustav Lindenthal. | 45.523070 | -122.667600 | Burnside Street | Willamette River and Various Streets and Railroad | Portland | Multnomah County, Oregon | Oregon | United States | Metal | Pratt | Rivet-Connected | Deck | Truss | Movable: Double Leaf Bascule | Strauss Trunnion | 0 | 1 | Metal | Double-Intersection Warren | Rivet-Connected | Deck | Truss | Fixed | 0 | 236 | 1926 | 0 | Pacific Bridge Company of Portland, Oregon | Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois and Gustav Lindenthal | 7 | 7 | 213 | 64.92 | 2807 | 855.57 | 68 | 20.73 | https://historicbridges.org/oregon/burnsidebridge/little_burnsidebridge8581_small.jpg | https://historicbridges.org/oregon/burnsidebridge/little_burnsidebridge8581.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/burnsidebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.523070,-122.667600 | |||||
| 4608 | Mission Avenue Bridge | This is an early and unaltered example of a concrete arch bridge in Washington State. The technical description of the main or most noteworthy span of the bridge is a 84 ft (25.6 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 47.671780 | -117.387550 | Mission Avenue | Spokane River | Spokane | Spokane County, Washington | Washington | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 5 | 0 | 0 | 1909 | 0 | Unknown | 7 | 7 | 84 | 25.6 | 348 | 106.07 | 40 | 12.19 | https://historicbridges.org/washington/missionavenue/little_spokanemissionavenue14197_8_9_tonemapped_small.jpg | https://historicbridges.org/washington/missionavenue/little_spokanemissionavenue14197_8_9_tonemapped.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/missionavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.671780,-117.387550 | |||||||||||||||
| 4614 | Monroe Street Bridge | With its unique aesthetic details this bridge briefly held a record for span length when completed. The technical description of the main or most noteworthy span of the bridge is a 281 ft (85.65 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Waddell and Harrington of Kansas City, Missouri, and John C. Ralston and Morton McCartney. | 47.660660 | -117.426570 | Monroe Street | Spokane River | Spokane | Spokane County, Washington | Washington | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 3 | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 14 | 1911 | 2005 | Unknown | Waddell and Harrington of Kansas City, Missouri, and John C. Ralston and Morton McCartney | 7 | 7 | 281 | 85.65 | 893 | 272.19 | 50 | 15.24 | https://historicbridges.org/washington/monroestreetbridge/little_monroestreetbridge0522_small.jpg | https://historicbridges.org/washington/monroestreetbridge/little_monroestreetbridge0522.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/monroestreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.660660,-117.426570 | |||||||||
| 4620 | Washington Street Railroad Overpass | Washington Street Overcrossing | This is a very wide railroad overpass and its arch design makes it different from other overpasses in the area. The technical description of the main or most noteworthy span of the bridge is a 66 ft (20.12 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 47.655590 | -117.418000 | Washington Street | Railroad (BNSF, Former Northern Pacific) | Spokane | Spokane County, Washington | Washington | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1915 | 0 | Unknown | 4 | 5 | 66 | 20.12 | 80 | 24.38 | 170 | 51.82 | https://historicbridges.org/washington/washingtonstreet/little_spokanewashingtonstreet14350_small.jpg | https://historicbridges.org/washington/washingtonstreet/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/washingtonstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.655590,-117.418000 | ||||||||||||||
| 4622 | Greene Street Bridge | Esmeralda-Greene Street Bridge | This concrete arch bridge is one of the youngest of its type in both Spokane and the entire state. The technical description of the main or most noteworthy span of the bridge is a 133 ft (40.54 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Henry Hagman of Cashmere, Washington. The bridge was primarily designed by E. J. Garnett. | 47.678330 | -117.363820 | Greene Street | Spokane River, Riverton Avenue, and Upriver Drive | Spokane | Spokane County, Washington | Washington | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 3 | Concrete | Rigid-Frame | Fixed | 0 | 2 | 1955 | 1999 | Henry Hagman of Cashmere, Washington | E. J. Garnett | 4 | 4 | 133 | 40.54 | 434 | 132.28 | 52.8 | 16.09 | https://historicbridges.org/washington/greenestreet/little_spokanegreenestreet14318_19_20_tonemappedv_small.jpg | https://historicbridges.org/washington/greenestreet/little_spokanegreenestreet14318_19_20_tonemappedv.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/greenestreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.678330,-117.363820 | ||||||||||
| 4625 | Sunset Boulevard Overpass | This is an early, unaltered, and attractive highway over highway grade separation bridge. The technical description of the main or most noteworthy span of the bridge is a 79 ft (24.08 m) concrete curved t-beam, fixed. The bridge was primarily built by Unknown. | 47.650530 | -117.444670 | Sunset Boulevard | Inland Empire Way | Spokane | Spokane County, Washington | Washington | United States | Concrete | Curved | T-Beam | Fixed | 0 | 1 | 0 | 0 | 1936 | 0 | Unknown | 4 | 4 | 79 | 24.08 | 79 | 24.08 | 40 | 12.19 | https://historicbridges.org/washington/sunsetboulevardoverpass/little_sunsetboulevardoverpass0460_small.jpg | https://historicbridges.org/washington/sunsetboulevardoverpass/little_sunsetboulevardoverpass0460.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/sunsetboulevardoverpass/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.650530,-117.444670 | ||||||||||||||||
| 4628 | Lombard Street Bridge | Designed by famed engineer Ralph Modjeski, one of three unusual deck truss bridges with gorgeous ornamental railings. The technical description of the main or most noteworthy span of the bridge is a 91 ft (27.74 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Ralph Modjeski. | 45.586340 | -122.735640 | North Lombard Street (US-30 Bypass) | Railroad (BNSF, Portsmouth Cut) | Portland | Multnomah County, Oregon | Oregon | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 0 | 3 | 0 | 0 | 1909 | 0 | Unknown | Ralph Modjeski | 7 | 7 | 91 | 27.74 | 340 | 103.63 | 40 | 12.19 | https://historicbridges.org/oregon/northlombardstreetbridge/little_northlombardstreetbridge8242_3_4_tonemappedb_small.jpg | https://historicbridges.org/oregon/northlombardstreetbridge/little_northlombardstreetbridge8242_3_4_tonemappedb.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/northlombardstreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.586340,-122.735640 | |||||||||||||
| 4630 | Rock Creek Railroad Bridge | This is a traditional pin-connected railroad truss and riveted plate girder bridge. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 45.689390 | -121.888200 | Railroad (BNSF) | Rock Creek | Stevenson | Skamania County, Washington | Washington | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | Metal | Deck | Girder | Fixed | 0 | 2 | 0 | 0 | American Bridge Company of New York, New York | 6 | 6 | 150 | 45.72 | 250 | 76.2 | 0 | 0 | https://historicbridges.org/washington/rockcreek/main_small.jpg | https://historicbridges.org/washington/rockcreek/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/rockcreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.689390,-121.888200 | ||||||||||
| 4631 | Naches River BNSF Railroad Bridge | This traditional pin-connected railroad through truss makes a nice comparison to the rare Pegram truss bridge it sits next to. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 46.627960 | -120.520220 | Railroad (BNSF) | Naches River | Yakima and Selah | Yakima County, Washington | Washington | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | Metal | Through | Girder | Fixed | 0 | 3 | 1911 | 0 | Unknown | 6 | 6 | 150 | 45.72 | 366 | 111.56 | 0 | 0 | https://historicbridges.org/washington/bnsfnachesriveryakima/little_bnsfnachesriveryakima13777_small.jpg | https://historicbridges.org/washington/bnsfnachesriveryakima/little_bnsfnachesriveryakima13777.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/bnsfnachesriveryakima/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.627960,-120.520220 | ||||||||||
| 4632 | I-82 Westbound Naches River Bridge | This is one of two older truss bridges on this expressway which sit next to newer bridges including two 1960 truss bridges. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by D. Nygren. The bridge was primarily designed by Washington Department of Highways. | 46.630090 | -120.515240 | I-82 Westbound (US-97) | Naches River | Selah | Yakima County, Washington | Washington | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 9 | 1 | Concrete | T-Beam | Fixed | 0 | 2 | 1932 | 1948 | D. Nygren | Washington Department of Highways | 6 | 6 | 180 | 54.86 | 276 | 84.12 | 36 | 10.97 | https://historicbridges.org/washington/i82nachesriver/little_i82nachesriver13590_small.jpg | https://historicbridges.org/washington/i82nachesriver/little_i82nachesriver13590.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/i82nachesriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.630090,-120.515240 | ||||||||||
| 4635 | I-82 Westbound Yakima River Bridge | This is one of two older truss bridges on this expressway which sit next to newer bridges including two 1960 truss bridges. The technical description of the main or most noteworthy span of the bridge is a 223 ft (67.97 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by Hofius Steel and Equipment Company. The bridge was primarily designed by Washington Department of Highways. | 46.631220 | -120.517070 | I-82 Westbound (US-97) | Yakima River | Selah | Yakima County, Washington | Washington | United States | Metal | Pennsylvania | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | Concrete | T-Beam | Fixed | 0 | 2 | 1932 | 0 | Hofius Steel and Equipment Company | Washington Department of Highways | 6 | 6 | 223 | 67.97 | 317 | 96.62 | 36 | 10.97 | https://historicbridges.org/washington/i82yakimariver/little_i82yakimariver13555_small.jpg | https://historicbridges.org/washington/i82yakimariver/little_i82yakimariver13555.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/i82yakimariver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.631220,-120.517070 | ||||||||||
| 4636 | Murray Morgan Bridge | 11th Street Bridge | This large vertical lift bridge on a 4 percent grade was rehabilitated and is a major preservation success story. The technical description of the main or most noteworthy span of the bridge is a 34 ft (10.36 m) metal rivet-connected Pratt through truss, movable: vertical lift, Span Drive. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Waddell and Harrington of Kansas City, Missouri. | 47.253920 | -122.433610 | 11th Street | City Waterway (Thea Foss Waterway) | Tacoma | Pierce County, Washington | Washington | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Movable: Vertical Lift | Span Drive | 8 | 1 | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 21 | 1911 | 1957 | American Bridge Company of New York, New York | Waddell and Harrington of Kansas City, Missouri | 8 | 9 | 34 | 10.36 | 1748 | 532.79 | 34 | 10.36 | https://historicbridges.org/washington/murraymorganbridge/little_murraymorganbridge9900_small.jpg | https://historicbridges.org/washington/murraymorganbridge/little_murraymorganbridge9900.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/murraymorganbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.253920,-122.433610 | |||||
| 4637 | Tacoma Narrows Bridge | Sturdy Gertie | This bridge replaced the infamous Galloping Gertie bridge which collapsed, and both bridges are discussed on this page. The technical description of the main or most noteworthy span of the bridge is a 2800 ft (853.44 m) metal deck truss stiffening Warren wire cable suspension, fixed. The bridge was primarily built by Bethlehem Pacific Coast Steel Company. The bridge was primarily designed by Charles E. Andrew and Dexter R. Smith. | 47.268660 | -122.551120 | WA-16 Westbound | Tacoma Narrows | Tacoma | Pierce County, Washington | Washington | United States | Metal | Warren | Deck Truss Stiffening | Wire Cable | Suspension | Fixed | 0 | 3 | Concrete | T-Beam | Fixed | 0 | 10 | 1950 | 0 | Bethlehem Pacific Coast Steel Company | Charles E. Andrew and Dexter R. Smith | 8 | 9 | 2800 | 853.44 | 5978 | 1822.09 | 46.3 | 14.11 | https://historicbridges.org/washington/tacomanarrowsbridge/little_tacomanarrowsbridge10021_small.jpg | https://historicbridges.org/washington/tacomanarrowsbridge/little_tacomanarrowsbridge10021.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/tacomanarrowsbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.268660,-122.551120 | |||||||||
| 4638 | Marshall Bridge | With a variety of span lengths, this is an outstanding example of a curved t-beam bridge. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) concrete curved t-beam, fixed. The bridge was primarily built by Clifton and Applegate. The bridge was primarily designed by W. L. Malony of Spokane, Washington. | 47.566720 | -117.493310 | Cheney-Spokane Road | Marshall Creek, Fish Lake Trail, and Railroad (Northern Pacific) | Marshall | Spokane County, Washington | Washington | United States | Concrete | Curved | T-Beam | Fixed | 0 | 10 | 0 | 0 | 1949 | 0 | Clifton and Applegate | W. L. Malony of Spokane, Washington | 4 | 4 | 72 | 21.95 | 547 | 166.73 | 24 | 7.32 | https://historicbridges.org/washington/marshallbridge/little_marshallbridge0275_small.jpg | https://historicbridges.org/washington/marshallbridge/little_marshallbridge0275.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/marshallbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.566720,-117.493310 | |||||||||||||||
| 4639 | Washington Water Power Bridge | This is a small bridge that is part of the Spokane Falls complex of waterfalls, dams, and power generation facilities. The technical description of the main or most noteworthy span of the bridge is a concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 47.660540 | -117.426290 | Pedestrian Walkway | Portion of Spokane River | Spokane | Spokane County, Washington | Washington | United States | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/washington/spokanearch/little_spokanearch0533_small.jpg | https://historicbridges.org/washington/spokanearch/little_spokanearch0533.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/spokanearch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.660540,-117.426290 | |||||||||||||||
| 4640 | Howard Street Middle Channel Bridge | This impressive and uncommon Baltimore truss is the only pin-connected truss bridge in Spokane. The technical description of the main or most noteworthy span of the bridge is a 194 ft (59.13 m) metal pin-connected Baltimore through truss, fixed. The bridge was primarily built by Beer's Building Company of Seattle, Washington. The bridge was primarily designed by Morton McCartney. | 47.662970 | -117.421030 | Howard Street (Non-Motorized Traffic Only) | Spokane River Middle Channel | Spokane | Spokane County, Washington | Washington | United States | Metal | Baltimore | Pin-Connected | Through | Truss | Fixed | 12 | 1 | Concrete | T-Beam | Fixed | 0 | 2 | 1916 | 1963 | Beer's Building Company of Seattle, Washington | Morton McCartney | 8 | 8 | 194 | 59.13 | 242 | 73.76 | 40 | 12.19 | https://historicbridges.org/washington/howardstreettruss/little_howardstreettruss0574_small.jpg | https://historicbridges.org/washington/howardstreettruss/little_howardstreettruss0574.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/howardstreettruss/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.662970,-117.421030 | ||||||||||
| 4641 | Howard Street North Channel Bridge | One of two noteworthy historic bridges that carry Howard Street over the river, and today only serve non-motorized traffic. The technical description of the main or most noteworthy span of the bridge is a 106 ft (32.31 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 47.664240 | -117.420820 | Howard Street (Non-Motorized Traffic Only) | Spokane River North Channel | Spokane | Spokane County, Washington | Washington | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1909 | 0 | Unknown | 6 | 6 | 106 | 32.31 | 212 | 64.62 | 54 | 16.46 | https://historicbridges.org/washington/howardstreetarch/little_howardstreetarch0698_small.jpg | https://historicbridges.org/washington/howardstreetarch/little_howardstreetarch0698.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/howardstreetarch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.664240,-117.420820 | |||||||||||||||
| 4642 | Post Street Bridge | This concrete arch bridge has an interesting history, including a collapse during construction and a 1937 widening. The technical description of the main or most noteworthy span of the bridge is a 259 ft (78.94 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Olson and Johnson Company. The bridge was primarily designed by Morton McCartney. | 47.662130 | -117.424240 | Post Street | Spokane River | Spokane | Spokane County, Washington | Washington | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 1 | Concrete | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1917 | 1937 | Olson and Johnson Company | Morton McCartney | 5 | 5 | 259 | 78.94 | 333 | 101.5 | 40 | 12.19 | https://historicbridges.org/washington/poststreet/little_poststreet0539_small.jpg | https://historicbridges.org/washington/poststreet/little_poststreet0539.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/poststreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.662130,-117.424240 | |||||||||||
| 4644 | Hatch Road Bridge | This is a simple-looking concrete arch bridge that has unfortunately lost its original railings. The technical description of the main or most noteworthy span of the bridge is a 111 ft (33.83 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Charles A. McClung. The bridge was primarily designed by B. J. Garnett. | 47.587440 | -117.402140 | Hatch Road | Latah Creek (Hangman Creek) | Spokane | Spokane County, Washington | Washington | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1919 | 1964 | Charles A. McClung | B. J. Garnett | 3 | 3 | 111 | 33.83 | 166 | 50.6 | 26 | 7.92 | https://historicbridges.org/washington/hatchroadbridge/little_hatchroadbridge0323_small.jpg | https://historicbridges.org/washington/hatchroadbridge/little_hatchroadbridge0323.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/hatchroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.587440,-117.402140 | ||||||||||||||
| 4645 | 11th Avenue Bridge | This is an attractive and unaltered concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by G. H. Weller. | 47.645820 | -117.447510 | 11th Avenue | Latah Creek (Hangman Creek) | Spokane | Spokane County, Washington | Washington | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1927 | 0 | G. H. Weller | 6 | 6 | 110 | 33.53 | 154 | 46.94 | 20 | 6.1 | https://historicbridges.org/washington/11thavenue/little_11thavenue0341_small.jpg | https://historicbridges.org/washington/11thavenue/little_11thavenue0341.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/11thavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.645820,-117.447510 | |||||||||||||||
| 4646 | Sunset Boulevard Bridge | Latah Bridge | This is the least altered of the two largest and most impressive concrete arch bridges in Spokane. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by J. E. Cunningham. The bridge was primarily designed by Waddell and Harrington of Kansas City, Missouri, and Morton McCartney. | 47.650020 | -117.447270 | Sunset Boulevard (BL-90) | Latah Creek (Hangman Creek) | Spokane | Spokane County, Washington | Washington | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 7 | Concrete | Deck | Girder | Fixed | 0 | 2 | 1913 | 0 | J. E. Cunningham | Waddell and Harrington of Kansas City, Missouri, and Morton McCartney | 8 | 9 | 150 | 45.72 | 1070 | 326.14 | 45 | 13.72 | https://historicbridges.org/washington/sunsetboulevardhighbridge/little_sunsetboulevardhighbridge0442_small.jpg | https://historicbridges.org/washington/sunsetboulevardhighbridge/little_sunsetboulevardhighbridge0442.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/sunsetboulevardhighbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.650020,-117.447270 | |||||||||
| 4647 | Marne Bridge | Riverside Avenue Bridge | Although the arch itself is unaltered, this bridge has lost its original railings. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Charles A. McClung. The bridge was primarily designed by Alfred D. Butler. | 47.654600 | -117.454150 | Riverside Avenue | Latah Creek (Hangman Creek) | Spokane | Spokane County, Washington | Washington | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1920 | 0 | Charles A. McClung | Alfred D. Butler | 5 | 4 | 110 | 33.53 | 110 | 33.53 | 34 | 10.36 | https://historicbridges.org/washington/marneriversideavenue/little_marneriversidedrive0398_small.jpg | https://historicbridges.org/washington/marneriversideavenue/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/marneriversideavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.654600,-117.454150 | |||||||||||||
| 4649 | Chambers Bay Railroad Bridge | Bridge 14 | This blend of bascule and lift technologies is the only surviving example of the unique patented Strauss direct lift bridge in the country! The technical description of the main or most noteworthy span of the bridge is a 96 ft (29.26 m) metal rivet-connected Pratt full-slope pony truss, movable: vertical lift, Direct Lift. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. | 47.187140 | -122.584130 | Railroad (BNSF) | Chambers Bay (Steilacoom Creek) | Steilacoom | Pierce County, Washington | Washington | United States | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Movable: Vertical Lift | Direct Lift | 4 | 1 | 0 | 4 | 1914 | 0 | American Bridge Company of New York, New York | Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois | 10 | 10 | 96 | 29.26 | 240 | 73.15 | 0 | 0 | https://historicbridges.org/washington/chambersbayrailroadbridge/little_chambersbayrailroadbridge9988_small.jpg | https://historicbridges.org/washington/chambersbayrailroadbridge/little_chambersbayrailroadbridge9988.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/chambersbayrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.187140,-122.584130 | |||||||||||
| 4650 | 1st Street Bridge | This is a small but rare and graceful looking example of a concrete rainbow arch bridge in Washington State. The technical description of the main or most noteworthy span of the bridge is a 55 ft (16.76 m) concrete tied Rainbow through arch, fixed. The bridge was primarily built by McRae Brothers. | 47.209290 | -123.100800 | 1st Street (WA-3) | Goldsborough Creek | Shelton | Mason County, Washington | Washington | United States | Concrete | Rainbow | Tied | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1923 | 0 | McRae Brothers | 7 | 7 | 55 | 16.76 | 57 | 17.37 | 24 | 7.32 | https://historicbridges.org/washington/shelton1ststreet/little_shelton1ststreet10084_small.jpg | https://historicbridges.org/washington/shelton1ststreet/little_shelton1ststreet10084.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/shelton1ststreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.209290,-123.100800 | ||||||||||||||
| 4651 | Lyons Ferry Bridge | This unusual and early surviving cantilever truss bridge was moved to this beautiful rural location in 1968. The technical description of the main or most noteworthy span of the bridge is a 520 ft (158.5 m) metal cantilever multiple-type-connected Baltimore through truss, fixed. The bridge was primarily built by Kuckenberg and Wittman of Portland, Oregon. The bridge was primarily designed by Washington Department of Highways. | 46.589630 | -118.219430 | WA-261 | Snake River (Lake Herbert G West) | Rural | Columbia County, Washington and Franklin County, Washington | Washington | United States | Metal | Baltimore | Multiple-Type-Connected | Through | Truss | Fixed | 26 | Cantilever | 3 | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 9 | 8 | 1927 | 1968 | Kuckenberg and Wittman of Portland, Oregon | Washington Department of Highways | 9 | 9 | 520 | 158.5 | 2040 | 621.79 | 20 | 6.1 | https://historicbridges.org/washington/lyonsferry/little_lyonsferry5211_small.jpg | https://historicbridges.org/washington/lyonsferry/little_lyonsferry4988.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/lyonsferry/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.589630,-118.219430 | ||||||
| 4652 | Bridgeport Bridge | This is an increasingly uncommon example of a continuous deck truss. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal continuous rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by United States Army Corps of Engineers. | 48.000930 | -119.654760 | WA-17 | Columbia River | Bridgeport | Douglas County, Washington and Okanogan County, Washington | Washington | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 12 | Continuous | 3 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 1950 | 0 | Unknown | United States Army Corps of Engineers | 6 | 6 | 300 | 91.44 | 1150 | 350.52 | 26 | 7.92 | https://historicbridges.org/washington/bridgeportbridge/little_bridgeportbridge3685_small.jpg | https://historicbridges.org/washington/bridgeportbridge/little_bridgeportbridge3679.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/bridgeportbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.000930,-119.654760 | |||||||||
| 4653 | WA-153 Bridge | This is an excellent representative example of a mid-20th Century truss bridge in Washington State. The technical description of the main or most noteworthy span of the bridge is a 220 ft (67.06 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Washington Department of Highways. | 48.076520 | -119.968840 | WA-153 | Methow River | Rural | Okanogan County, Washington | Washington | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Concrete | T-Beam | Fixed | 0 | 4 | 1950 | 0 | Unknown | Washington Department of Highways | 5 | 5 | 220 | 67.06 | 425 | 129.54 | 24 | 7.32 | https://historicbridges.org/washington/wa153methowriver/little_wa153methowriver3843_small.jpg | https://historicbridges.org/washington/wa153methowriver/little_wa153methowriver3831.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/wa153methowriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.076520,-119.968840 | ||||||||||
| 4654 | Pateros Railroad Bridge | This curved bridge offers a variety of span types and represents typical railroad bridge construction from the period. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 48.050500 | -119.902650 | Railroad (Cascade and Columbia River) | Methow River | Pateros | Okanogan County, Washington | Washington | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 8 | 2 | 1949 | 1966 | American Bridge Company of New York, New York | 6 | 6 | 150 | 45.72 | 378 | 115.21 | 0 | 0 | https://historicbridges.org/washington/paterosrailroadbridge/little_paterosrailroadbridge3759_small.jpg | https://historicbridges.org/washington/paterosrailroadbridge/little_paterosrailroadbridge3759.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/paterosrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.050500,-119.902650 | ||||||||
| 4655 | West Monitor Bridge | This rehabilitated bridge is one of the few examples of a pin-connected through truss highway bridge in the entire state! The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Puget Sound Bridge and Dredging Company of Seattle, Washington. | 47.500970 | -120.425620 | Old Monitor Road | Wenatchee River | Rural | Chelan County, Washington | Washington | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 2 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1907 | 2011 | Puget Sound Bridge and Dredging Company of Seattle, Washington | 7 | 8 | 140 | 42.67 | 312 | 95.1 | 14.4 | 4.39 | https://historicbridges.org/washington/oldmonitorbridge/little_oldmonitorbridge4175_small.jpg | https://historicbridges.org/washington/oldmonitorbridge/little_oldmonitorbridge4175.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/oldmonitorbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.500970,-120.425620 | |||||||||||
| 4659 | Clark Fork Railroad Bridge | This railroad bridge served briefly as a vehicular bridge before being converted for pedestrian only use. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 48.135940 | -116.173090 | Railroad (Rail-Trail) | Clark Fork River | Clark Fork | Bonner County, Idaho | Idaho | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 4 | Metal | Deck | Girder | Fixed | 0 | 2 | 1920 | 0 | Unknown | 7 | 7 | 200 | 60.96 | 996 | 303.58 | 10.2 | 3.11 | https://historicbridges.org/idaho/clarkforkrr1/little_clarkforkrr15447_8_9_tonemappedv_small.jpg | https://historicbridges.org/idaho/clarkforkrr1/little_clarkforkrr15447_8_9_tonemappedv.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=idaho/clarkforkrr1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.135940,-116.173090 | ||||||||||
| 4661 | Clark Fork Railroad Girder Bridge | This bridge appears to be a later example of a riveted deck plate girder. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. | 48.134030 | -116.169840 | Railroad (BNSF) | Clark Fork River | Clark Fork | Bonner County, Idaho | Idaho | United States | Metal | Deck | Girder | Fixed | 0 | 11 | 0 | 0 | 0 | 0 | Unknown | 2 | 2 | 0 | 0 | 1178 | 359.05 | 0 | 0 | https://historicbridges.org/idaho/clarkforkrr2/little_clarkforkrr15576_7_8_tonemappedv_small.jpg | https://historicbridges.org/idaho/clarkforkrr2/little_clarkforkrr15576_7_8_tonemappedv.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=idaho/clarkforkrr2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.134030,-116.169840 | ||||||||||||||||
| 4662 | Noxon Bridge | Located in a region with few metal truss bridges, this example is located in a very scenic setting. The technical description of the main or most noteworthy span of the bridge is a 198 ft (60.35 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 47.996170 | -115.765070 | Klakken Road (CR-020) | Clark Fork River (Cabinet Gorge Reservoir) | Noxon | Sanders County, Montana | Montana | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 9 | 3 | 0 | 0 | 1922 | 1998 | Unknown | 6 | 7 | 198 | 60.35 | 600 | 182.88 | 17.4 | 5.3 | https://historicbridges.org/montana/noxonbridge/little_noxonbridge5764_5_6_tonemappedv_small.jpg | https://historicbridges.org/montana/noxonbridge/little_noxonbridge5764_5_6_tonemappedv.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=montana/noxonbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.996170,-115.765070 | ||||||||||||||
| 4663 | Sylvan Island Railroad Bridge | Among the oldest metal bridges in the country is this rarest of bridge types, a cast iron truss... plus it has a rare configuration and Phoenix columns! The technical description of the main or most noteworthy span of the bridge is a 195 ft (59.44 m) metal (cast iron) multiple-type-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Detroit Bridge and Iron Works of Detroit, Michigan. The bridge was primarily designed by Thomas Curtis Clarke. | 41.510620 | -90.532790 | Railroad (Abandoned) | Sylvan Slough | Moline | Rock Island County, Illinois | Illinois | United States | Metal (Cast Iron) | Whipple (Double-Intersection Pratt) | Multiple-Type-Connected | Through | Truss | Fixed | 15 | 1 | 0 | 0 | 1868 | 0 | Detroit Bridge and Iron Works of Detroit, Michigan | Thomas Curtis Clarke | 10 | 10 | 195 | 59.44 | 202 | 61.57 | 0 | 0 | https://historicbridges.org/illinois/sylvanislandrailroad/little_sylvanislandrailroad5979_small.jpg | https://historicbridges.org/illinois/sylvanislandrailroad/little_sylvanislandrailroad5979.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/sylvanislandrailroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.510620,-90.532790 | |||||||||||||
| 4665 | Troy Bridge | Theodore Roosevelt Memorial Bridge | There are very few truss bridges in this region remaining, but this bridge would be impressive and noteworthy anywhere. The technical description of the main or most noteworthy span of the bridge is a 221 ft (67.36 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Coast Bridge Company of Portland, Oregon. | 48.470070 | -115.887530 | Kootenai River Road (CR-071) | Kootenai River | Troy | Lincoln County, Montana | Montana | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 11 | 2 | 0 | 0 | 1912 | 0 | Coast Bridge Company of Portland, Oregon | 7 | 8 | 221 | 67.36 | 445 | 135.64 | 9.8 | 2.99 | https://historicbridges.org/montana/troybridge/little_troybridge5928_small.jpg | https://historicbridges.org/montana/troybridge/little_troybridge5928.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=montana/troybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.470070,-115.887530 | |||||||||||||
| 4666 | ! | Kootenai Falls Bridge | This is a narrow swinging foot bridge that appears to have a few parts that are older. The technical description of the main or most noteworthy span of the bridge is a 210 ft (64.01 m) metal swinging eyebar chain suspension, fixed. The bridge was primarily built by Unknown. | 48.453180 | -115.771610 | Pedestrian Walkway | Kootenai River | Rural | Lincoln County, Montana | Montana | United States | Metal | Swinging | Eyebar Chain | Suspension | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 2 | 2 | 210 | 64.01 | 0 | 0 | 0 | 0 | https://historicbridges.org/montana/kootenaifallsbridge/little_kootenaifallsbridge5922_small.jpg | https://historicbridges.org/montana/kootenaifallsbridge/little_kootenaifallsbridge5922.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=montana/kootenaifallsbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.453180,-115.771610 | ||||||||||||||
| 4668 | Naples Bridge | Naples Viaduct | This bridge is on old US highway alignment and has an interesting combination of concrete approach spans and a metal truss span. The technical description of the main or most noteworthy span of the bridge is a 161 ft (49.07 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 48.567060 | -116.394220 | Old US-95 (Deep Creek Loop) | Railroad (BNSF and Union Pacific) and Deep Creek | Naples | Boundary County, Idaho | Idaho | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Concrete | Curved | T-Beam | Fixed | 0 | 7 | 1936 | 0 | Unknown | 5 | 7 | 161 | 49.07 | 502 | 153.01 | 24 | 7.32 | https://historicbridges.org/idaho/naples/little_naples6388_89_90_tonemappedb_small.jpg | https://historicbridges.org/idaho/naples/little_naples6388_89_90_tonemappedb.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=idaho/naples/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.567060,-116.394220 | |||||||||
| 4669 | ! | Sandpoint Railroad Bridge | Lake Pend Oreille Railroad Bridge | This is an extremely long railroad bridge, and although many of its approach spans have been replaced, the main swing span remains historic. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Warren through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Unknown. | 48.257040 | -116.527810 | Railroad (BNSF) | Lake Pend Oreille | Sandpoint | Bonner County, Idaho | Idaho | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 9 | 1 | Metal | Through | Girder | Fixed | 0 | 0 | 1904 | 0 | Unknown | 7 | 8 | 200 | 60.96 | 4800 | 1463.04 | 0 | 0 | https://historicbridges.org/idaho/sandpointrailroadbridge/little_sandpointrailroadbridge6411_small.jpg | https://historicbridges.org/idaho/sandpointrailroadbridge/little_sandpointrailroadbridge6411.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=idaho/sandpointrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.257040,-116.527810 | |||||||
| 4670 | East Hope Bridge | This is a little bridge that has an unusual alteration, suggesting an interesting reuse of materials to widen it. The technical description of the main or most noteworthy span of the bridge is a 30.8 ft (9.39 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. | 48.241930 | -116.298900 | Wellington Place | Strong Creek | East Hope | Bonner County, Idaho | Idaho | United States | Concrete | T-Beam | Fixed | 0 | 1 | 0 | 0 | 1924 | 1974 | Unknown | 2 | 5 | 30.8 | 9.39 | 30.8 | 9.39 | 28 | 8.53 | https://historicbridges.org/idaho/wellingtonplacehopebridge/little_wellingtonplacehopebridge5258_59_60_fused_small.jpg | https://historicbridges.org/idaho/wellingtonplacehopebridge/little_wellingtonplacehopebridge5258_59_60_fused.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=idaho/wellingtonplacehopebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.241930,-116.298900 | |||||||||||||||||
| 4671 | Moyie Bridge | Moyie River Canyon Bridge | With its welded beams, this extremely high bridge looks about 10 years newer than it is. The technical description of the main or most noteworthy span of the bridge is a 378 ft (115.21 m) metal continuous bolt-connected Warren deck truss, fixed. The bridge was primarily built by Northern Imperial Construction Company of Portland, Oregon. | 48.728450 | -116.177810 | US-2 | Moyie River | Moyie Springs | Boundary County, Idaho | Idaho | United States | Metal | Warren | Bolt-Connected | Deck | Truss | Fixed | 0 | Continuous | 3 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 1965 | 0 | Northern Imperial Construction Company of Portland, Oregon | 4 | 5 | 378 | 115.21 | 1222 | 372.47 | 28 | 8.53 | https://historicbridges.org/idaho/moyieriverus2/little_moyieriverus26190_small.jpg | https://historicbridges.org/idaho/moyieriverus2/little_moyieriverus26190.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=idaho/moyieriverus2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.728450,-116.177810 | |||||||||
| 4672 | Chelan Falls Railroad Bridge | This is a traditional railroad bridge and it features a through and pony truss span. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 47.804420 | -119.984140 | Railroad (Cascade and Columbia River) | Chelan River | Chelan Falls | Chelan County, Washington | Washington | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 8 | 0 | 0 | 0 | Unknown | 6 | 6 | 200 | 60.96 | 525 | 160.02 | 0 | 0 | https://historicbridges.org/washington/chelanfalls/little_15618833058_e6265f40ee_o_small.jpg | https://historicbridges.org/washington/chelanfalls/little_chelanfalls4059.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/chelanfalls/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.804420,-119.984140 | ||||||||
| 4673 | L | 11th Street Bridge | This is a vertical lift bridge that had its towers removed as well as all machinery turning it into a fixed truss bridge. The technical description of the main or most noteworthy span of the bridge is a 161 ft (49.07 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 47.260190 | -122.418660 | 11th Street (WA-509) | Puyallup Waterway | Tacoma | Pierce County, Washington | Washington | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 3 | Metal | Deck | Girder | Fixed | 0 | 0 | 1930 | 1979 | Unknown | 6 | 5 | 161 | 49.07 | 2760 | 841.25 | 24 | 7.32 | https://historicbridges.org/washington/11thstreetbridge/little_11thstreetbridge9662_small.jpg | https://historicbridges.org/washington/11thstreetbridge/little_11thstreetbridge9662.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/11thstreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.260190,-122.418660 | |||||||||
| 4674 | Lincoln Avenue Bridge | This bridge is unusual because each of its three spans is slightly different in length and as a result the members on each span also differ. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 47.249810 | -122.414230 | Lincoln Avenue | Puyallup River | Tacoma | Pierce County, Washington | Washington | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 3 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 1929 | 1944 | Unknown | 6 | 6 | 170 | 51.82 | 466 | 142.04 | 30 | 9.14 | https://historicbridges.org/washington/lincolnavenue/little_lincolnavenue9551_small.jpg | https://historicbridges.org/washington/lincolnavenue/little_lincolnavenue9551.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/lincolnavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.249810,-122.414230 | |||||||||||
| 4675 | Puyallup River BNSF Railroad Bridge | One of a couple traditional railroad bridges on this section of river. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 47.244180 | -122.406680 | Railroad (BNSF) | Puyallup River | Tacoma | Pierce County, Washington | Washington | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 2 | Metal | Through | Girder | Fixed | 0 | 2 | 0 | 0 | Unknown | 6 | 6 | 130 | 39.62 | 400 | 121.92 | 0 | 0 | https://historicbridges.org/washington/bnsfpuyallupriverbridge/little_bnsfpuyallupriverbridge9358_small.jpg | https://historicbridges.org/washington/bnsfpuyallupriverbridge/little_bnsfpuyallupriverbridge9358.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/bnsfpuyallupriverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.244180,-122.406680 | ||||||||||
| 4676 | Purdy Bridge | This strikingly plain bridge that looks newer than it is was found to be historic since it was one of the first of a type that later became more common. The technical description of the main or most noteworthy span of the bridge is a 190 ft (57.91 m) concrete continuous box beam, fixed. The bridge was primarily built by Portland Dredging Company of Portland, Oregon. The bridge was primarily designed by W. H. Witt Company of Seattle, Washington and Homer M. Hadley. | 47.384090 | -122.628110 | WA-302 | Henderson Bay (Burley Lagoon) | Rural | Pierce County, Washington | Washington | United States | Concrete | Box Beam | Fixed | 0 | Continuous | 5 | 0 | 0 | 1936 | 1966 | Portland Dredging Company of Portland, Oregon | W. H. Witt Company of Seattle, Washington and Homer M. Hadley | 5 | 6 | 190 | 57.91 | 550 | 167.64 | 20 | 6.1 | https://historicbridges.org/washington/purdybridge/little_purdybridge10051_2_3_tonemappedd_small.jpg | https://historicbridges.org/washington/purdybridge/little_purdybridge10051_2_3_tonemappedd.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/purdybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.384090,-122.628110 | |||||||||||||||
| 4677 | Foothills Trail Bridge | This metal truss railroad bridge provides an excellent compare and contrast opportunity as it sits next to a rare concrete truss highway bridge. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 47.129700 | -122.236230 | Railroad (Foothills Trail Rail-Trail) | Puyallup River | Rural | Pierce County, Washington | Washington | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1905 | 0 | Unknown | 6 | 7 | 150 | 45.72 | 0 | 0 | 0 | 0 | https://historicbridges.org/washington/mcmillinrailroadbridge/little_mcmillinrailroadbridge8753_4_5_fused2_small.jpg | https://historicbridges.org/washington/mcmillinrailroadbridge/little_mcmillinrailroadbridge8753_4_5_fused2.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/mcmillinrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.129700,-122.236230 | ||||||||||||||
| 4678 | Washtucna Railroad Bridge | Washtucna Spokane, Portland and Seattle Railway Bridge | This little deck truss bridge is a suprise find out in the middle of nowhere. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 46.752570 | -118.299630 | Railroad (Columbia Plateau Rail-Trail) | North Street | Washtucna | Adams County, Washington | Washington | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 6 | 1 | Metal | Deck | Girder | Fixed | 0 | 0 | 1909 | 0 | Unknown | 5 | 6 | 110 | 33.53 | 330 | 100.58 | 0 | 0 | https://historicbridges.org/washington/washtucnarailroadbridge/little_washtucnarailroadbridge4945_small.jpg | https://historicbridges.org/washington/washtucnarailroadbridge/little_washtucnarailroadbridge4945.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/washtucnarailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.752570,-118.299630 | |||||||||
| 4680 | ! | Magnolia Bridge | West Garfield Street Bridge | This is a large, complex, multi-ramp curved viaduct with rare concrete truss spans, but also suffers from alteration. The technical description of the main or most noteworthy span of the bridge is a 87 ft (26.52 m) concrete Warren deck truss, fixed. The bridge was primarily built by J. M. Clapp. | 47.633480 | -122.385340 | Garfield Street (Magnolia Boulevard) | Various Streets and Railroad Lines | Seattle | King County, Washington | Washington | United States | Concrete | Warren | Deck | Truss | Fixed | 0 | 15 | Metal | Through | Girder | Fixed | 0 | 50 | 1929 | 2001 | J. M. Clapp | 8 | 8 | 87 | 26.52 | 3008 | 916.84 | 36 | 10.97 | https://historicbridges.org/washington/magnoliabridge/little_magnoliabridge13376_small.jpg | https://historicbridges.org/washington/magnoliabridge/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/magnoliabridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.633480,-122.385340 | |||||||||
| 4681 | WA-9 Bridge | Valley Highway Bridge | This is a multi-span example of a standard Washington State through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Washington Department of Highways. | 48.809330 | -122.200220 | WA-9 (Valley Highway) | North Fork Nooksack River | Rural | Whatcom County, Washington | Washington | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 2 | Concrete | T-Beam | Fixed | 0 | 2 | 1954 | 0 | Unknown | Washington Department of Highways | 5 | 5 | 160 | 48.77 | 410 | 124.97 | 26 | 7.92 | https://historicbridges.org/washington/wa9valleyhighway/little_wa9valleyhighway12490_small.jpg | https://historicbridges.org/washington/wa9valleyhighway/little_wa9valleyhighway12490.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/wa9valleyhighway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.809330,-122.200220 | |||||||||
| 4682 | North Fork Nooksack River Railroad Bridge | This is a class pin-connected railroad through truss that remains in service for trains. The technical description of the main or most noteworthy span of the bridge is a 155 ft (47.24 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 48.809220 | -122.200790 | Railroad (BNSF) | North Fork Nooksack River | Rural | Whatcom County, Washington | Washington | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 2 | Metal | Through | Girder | Fixed | 0 | 1 | 1899 | 1915 | Unknown | 7 | 7 | 155 | 47.24 | 419 | 127.71 | 0 | 0 | https://historicbridges.org/washington/wa9valleyrailroad/little_wa9valleyrailroad12499_small.jpg | https://historicbridges.org/washington/wa9valleyrailroad/little_wa9valleyrailroad12499.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/wa9valleyrailroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.809220,-122.200790 | ||||||||||
| 4683 | West End Bridge | West End - North Side Bridge | A visual gateway for the Ohio River, this bridge has an extremely tall arch, and is very photogenic. The technical description of the main or most noteworthy span of the bridge is a 780 ft (237.74 m) metal tied Braced Ribbed through arch, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Allegheny County Department of Public Works, Vernon R Covell. | 40.446290 | -80.027070 | US-19 | Ohio River and Railroad | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Braced Ribbed | Tied | Through | Arch | Fixed | 0 | 1 | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 8 | 3 | 1932 | 1991 | American Bridge Company of New York, New York | Allegheny County Department of Public Works, Vernon R Covell | 8 | 8 | 780 | 237.74 | 1221 | 372.16 | 40.7 | 12.41 | https://historicbridges.org/other/westend/little_day3westend7073_small.jpg | https://historicbridges.org/other/westend/little_day3westend7073.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/westend/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.446290,-80.027070 | ||||||
| 4685 | Mackinac Bridge | Big Mac / Mighty Mac | The longest bridge in the western hemisphere, and the most famous built structure in the state of Michigan. The technical description of the main or most noteworthy span of the bridge is a 3800 ft (1158.24 m) metal deck truss stiffening wire cable suspension, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by David Steinman of New York, New York. | 45.817810 | -84.727670 | I-75 | Straits of Mackinac | Mackinaw City and St. Ignace | Emmet County, Michigan and Mackinac County, Michigan | Michigan | United States | Metal | Deck Truss Stiffening | Wire Cable | Suspension | Fixed | 96 | 3 | Metal | Warren | Bolt-Connected | Deck | Truss | Fixed | 0 | Continuous | 57 | 1957 | 0 | American Bridge Company of New York, New York | David Steinman of New York, New York | 10 | 10 | 3800 | 1158.24 | 19248.6 | 5866.97 | 48 | 14.63 | https://historicbridges.org/other/mackinac/little_p1310165_small.jpg | https://historicbridges.org/other/mackinac/little_p1310166.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/mackinac/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.817810,-84.727670 | ||||||
| 4686 | McKees Rocks Bridge | This very long landmark bridge has an unbelievable variety and number of span types including two rare crescent arch spans! The technical description of the main or most noteworthy span of the bridge is a 750 ft (228.6 m) metal two-hinged Braced Ribbed through arch, fixed. The bridge was primarily built by Fort Pitt Bridge Works of Pittsburgh, Pennsylvania. The bridge was primarily designed by Allegheny County Department of Public Works. | 40.477220 | -80.048530 | Blue Belt (PA-3104) | Ohio River, Railroad, and Various Streets | McKees Rocks and Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Braced Ribbed | Two-Hinged | Through | Arch | Fixed | 22 | 1 | Metal | Solid Ribbed | Deck | Arch | Fixed | 12 | 21 | 1931 | 1987 | Fort Pitt Bridge Works of Pittsburgh, Pennsylvania | Allegheny County Department of Public Works | 9 | 9 | 750 | 228.6 | 5900 | 1798.32 | 40 | 12.19 | https://historicbridges.org/other/mckees/little_day3mckeesrocks8856_small.jpg | https://historicbridges.org/other/mckees/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/mckees/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.477220,-80.048530 | ||||||||
| 4688 | Mosier I-84 Overpass | This is a representative example of an early surviving overpass bridge for an Interstate Highway in Oregon. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. | 45.686140 | -121.401220 | US-30 | I-84 | Mosier | Wasco County, Oregon | Oregon | United States | Concrete | T-Beam | Fixed | 0 | 4 | 0 | 0 | 1953 | 1961 | Unknown | 2 | 3 | 50 | 15.24 | 167 | 50.9 | 26 | 7.92 | https://historicbridges.org/oregon/mosieri84overpass/little_mosieri84overpass7063_small.jpg | https://historicbridges.org/oregon/mosieri84overpass/little_mosieri84overpass7063.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/mosieri84overpass/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.686140,-121.401220 | |||||||||||||||||
| 4689 | Mosier Creek Bridge | One of a large group of historic bridges that are a part of the Historic Columbia River Highway, this one is associated with famous engineer Conde McCullough. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Lindstrom and Feigenson of Portland, Oregon. The bridge was primarily designed by Conde Balcom McCullough (Oregon State Highway Commission). | 45.684650 | -121.394450 | US-30, OR-100, 1st Street (Historic Columbia River Highway) | Mosier Creek | Mosier | Wasco County, Oregon | Oregon | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 1 | Concrete | Slab | Fixed | 0 | 6 | 1920 | 0 | Lindstrom and Feigenson of Portland, Oregon | Conde Balcom McCullough (Oregon State Highway Commission) | 7 | 6 | 110 | 33.53 | 182 | 55.47 | 19 | 5.79 | https://historicbridges.org/oregon/mosierbridge/little_mosierbridge7031_small.jpg | https://historicbridges.org/oregon/mosierbridge/little_mosierbridge7031.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/mosierbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.684650,-121.394450 | |||||||||||
| 4691 | Dr. John McLoughlin Memorial Bridge | McLoughlin Bridge | This is an imppressive steel arch span that also includes attractive concret approach spans. The technical description of the main or most noteworthy span of the bridge is a 240 ft (73.15 m) metal tied Solid Ribbed through arch, fixed. The bridge was primarily built by Lindstrom and Feigenson of Portland, Oregon. The bridge was primarily designed by Conde Balcom McCullough (Oregon State Highway Commission). | 45.373210 | -122.601530 | OR 99E (McLoughlin Boulevard) | Clackamas River | Gladstone | Clackamas County, Oregon | Oregon | United States | Metal | Solid Ribbed | Tied | Through | Arch | Fixed | 0 | 3 | Concrete | Curved | T-Beam | Fixed | 0 | 4 | 1933 | 0 | Lindstrom and Feigenson of Portland, Oregon | Conde Balcom McCullough (Oregon State Highway Commission) | 7 | 7 | 240 | 73.15 | 730 | 222.5 | 4 | 1.22 | https://historicbridges.org/oregon/johnmcloughlinmemorialbridge/little_johnmcloughlinmemorialbridge7594_small.jpg | https://historicbridges.org/oregon/johnmcloughlinmemorialbridge/little_johnmcloughlinmemorialbridge7594.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/johnmcloughlinmemorialbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.373210,-122.601530 | ||||||||
| 4692 | Tucker Bridge | Only in Oregon with its amazing collection of concrete arch bridges would this beautiful bridge be described as having little ornamentation. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Charles O. Young. The bridge was primarily designed by Conde Balcom McCullough (Oregon State Highway Commission). | 45.654850 | -121.548830 | Tucker Road (Highway 281) | Hood River | Rural | Hood River County, Oregon | Oregon | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 1 | Concrete | T-Beam | Fixed | 0 | 4 | 1932 | 0 | Charles O. Young | Conde Balcom McCullough (Oregon State Highway Commission) | 7 | 6 | 100 | 30.48 | 188 | 57.3 | 24 | 7.32 | https://historicbridges.org/oregon/tuckerbridge/little_tuckerbridge7118_19_20_tonemappedv_small.jpg | https://historicbridges.org/oregon/tuckerbridge/little_tuckerbridge7118_19_20_tonemappedv.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/tuckerbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.654850,-121.548830 | |||||||||||
| 4693 | Seufert Viaduct | Decorative arch facades give this bridge the aesthetic details that characterized the Historic Columbia River Highway bridges. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) concrete t-beam, fixed. The bridge was primarily built by Colonial Building Company of Spokane, Washington. The bridge was primarily designed by Conde Balcom McCullough (Oregon State Highway Commission). | 45.611460 | -121.122280 | Viewpoint Road (Historic Columbia River Highway) | Fifteen Mile Creek | Rural | Wasco County, Oregon | Oregon | United States | Concrete | T-Beam | Fixed | 0 | 6 | 0 | 0 | 1920 | 0 | Colonial Building Company of Spokane, Washington | Conde Balcom McCullough (Oregon State Highway Commission) | 6 | 5 | 40 | 12.19 | 238 | 72.54 | 19.4 | 5.91 | https://historicbridges.org/oregon/seufertviaduct/little_seufertviaduct6964_small.jpg | https://historicbridges.org/oregon/seufertviaduct/little_seufertviaduct6964.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/seufertviaduct/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.611460,-121.122280 | ||||||||||||||||
| 4694 | 6th Street Bridge | William Duby Bridge | This concrete arch bridge was widened in 1950, but its original 1917 visual design was maintained. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Conde Balcom McCullough (Oregon State Highway Commission). | 45.915780 | -119.352200 | 6th Street, US-730 (Historic Columbia River Highway) | Umatilla River | Umatilla | Umatilla County, Oregon | Oregon | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 3 | Concrete | T-Beam | Fixed | 0 | 6 | 1917 | 1950 | Unknown | Conde Balcom McCullough (Oregon State Highway Commission) | 6 | 6 | 110 | 33.53 | 431.5 | 131.52 | 30.2 | 9.2 | https://historicbridges.org/oregon/umatilla6thstreet/little_umatilla6thstreet6804_small.jpg | https://historicbridges.org/oregon/umatilla6thstreet/little_umatilla6thstreet6804.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/umatilla6thstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.915780,-119.352200 | ||||||||||
| 4695 | Spanish Hollow Bridge | This bridge has a high level of aesthetic detail representative of the unique beauty found in many Oregon historic bridges. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) concrete t-beam, fixed. The bridge was primarily built by Joplin and Eldon of Portland, Oregon. The bridge was primarily designed by Conde Balcom McCullough (Oregon State Highway Commission). | 45.670940 | -120.830450 | Frontage Road (Biggs Rufus Highway, Old US-30) | Spanish Hollow Creek | Biggs | Sherman County, Oregon | Oregon | United States | Concrete | T-Beam | Fixed | 0 | 7 | 0 | 0 | 1936 | 0 | Joplin and Eldon of Portland, Oregon | Conde Balcom McCullough (Oregon State Highway Commission) | 6 | 6 | 70 | 21.34 | 404 | 123.14 | 26 | 7.92 | https://historicbridges.org/oregon/biggsjunction/little_biggsjunction6904_small.jpg | https://historicbridges.org/oregon/biggsjunction/little_biggsjunction6904.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/biggsjunction/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.670940,-120.830450 | ||||||||||||||||
| 4696 | Canoe Pass Bridge | In a stunning setting visited by many tourists, this is one of two impressive bridges here of different type but similar appearance that offer a nice engineering contrast. The technical description of the main or most noteworthy span of the bridge is a 350 ft (106.68 m) metal two-hinged Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily built by Wallace Bridge and Structural Steel Company of Seattle, Washington. The bridge was primarily designed by Washington Department of Highways (O R. Elwell). | 48.408710 | -122.645200 | WA-20 | Canoe Pass | Rural | Skagit County, Washington | Washington | United States | Metal | Solid Ribbed Spandrel Braced | Two-Hinged | Deck | Arch | Fixed | 0 | 1 | Concrete | T-Beam | Fixed | 0 | 3 | 1935 | 0 | Wallace Bridge and Structural Steel Company of Seattle, Washington | Washington Department of Highways (O R. Elwell) | 8 | 9 | 350 | 106.68 | 511 | 155.75 | 22.3 | 6.8 | https://historicbridges.org/washington/canoepass/little_canoepass12985_6_7_tonemappedv_small.jpg | https://historicbridges.org/washington/canoepass/little_canoepass12985_6_7_tonemappedv.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/canoepass/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.408710,-122.645200 | ||||||||||
| 4697 | Deception Pass Bridge | In a stunning setting visited by many tourists, this is one of two impressive bridges here of different type but similar appearance that offer a nice engineering contrast. The technical description of the main or most noteworthy span of the bridge is a 550 ft (167.64 m) metal cantilever rivet-connected Warren deck truss, fixed. The bridge was primarily built by Wallace Bridge and Structural Steel Company of Seattle, Washington. The bridge was primarily designed by Washington Department of Highways (O R. Elwell). | 48.406110 | -122.644540 | WA-20 | Deception Pass | Rural | Island County, Washington and Skagit County, Washington | Washington | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 22 | Cantilever | 3 | Concrete | T-Beam | Fixed | 0 | 4 | 1935 | 0 | Wallace Bridge and Structural Steel Company of Seattle, Washington | Washington Department of Highways (O R. Elwell) | 8 | 9 | 550 | 167.64 | 976 | 297.48 | 22 | 6.71 | https://historicbridges.org/washington/deceptionpass/little_deceptionpass13058_small.jpg | https://historicbridges.org/washington/deceptionpass/little_deceptionpass13058.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/deceptionpass/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.406110,-122.644540 | |||||||||
| 4698 | I-5 Skagit River Bridge | Although structurally noted for a design that looked continuous but is actually simple spans, this bridge was made infamous when a truck crashed into and collapsed one of the spans. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Peter Kiewit and Sons of Omaha, Nebraska. | 48.444810 | -122.341110 | I-5 | Skagit River | Mt. Vernon | Skagit County, Washington | Washington | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 4 | Concrete | Curved | T-Beam | Fixed | 0 | 8 | 1955 | 2013 | Peter Kiewit and Sons of Omaha, Nebraska | 5 | 5 | 160 | 48.77 | 1112 | 338.94 | 56 | 17.07 | https://historicbridges.org/washington/i5skagit/little_i5skagit12822_small.jpg | https://historicbridges.org/washington/i5skagit/little_i5skagit12822.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/i5skagit/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.444810,-122.341110 | ||||||||||
| 4700 | Pilchuck Creek Bridge | This bridge is the oldest bridge on the state highway system and noted for its association with Daniel Luten. The technical description of the main or most noteworthy span of the bridge is a 55 ft (16.76 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Arvid Edwin Peterson. The bridge was primarily designed by Daniel Luten. | 48.265210 | -122.165500 | WA-9 (Old Alignment) | Pilchuck Creek | Rural | Snohomish County, Washington | Washington | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1916 | 0 | Arvid Edwin Peterson | Daniel Luten | 6 | 8 | 55 | 16.76 | 120 | 36.58 | 16.7 | 5.09 | https://historicbridges.org/washington/pilchuckbridge/little_pilchuckbridge13260_1_2_tonemappedv_small.jpg | https://historicbridges.org/washington/pilchuckbridge/little_pilchuckbridge13260_1_2_tonemappedv.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/pilchuckbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.265210,-122.165500 | ||||||||||||||
| 4701 | Goodwin Road Bridge | This unique bridge has a curved design and features an unusually large variety of span types. The technical description of the main or most noteworthy span of the bridge is a 124 ft (37.8 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 47.527440 | -120.489450 | Goodwin Road (Route 285) | Wenatchee River, Goodwin Road, and Railroad (BNSF) | Cashmere | Chelan County, Washington | Washington | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 9 | 2 | Metal | Through | Girder | Fixed | 0 | 6 | 1929 | 0 | Unknown | 6 | 7 | 124 | 37.8 | 503 | 153.31 | 20 | 6.1 | https://historicbridges.org/washington/goodwinroadbridge/little_goodwinroadbridge4102_small.jpg | https://historicbridges.org/washington/goodwinroadbridge/little_goodwinroadbridge4102.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/goodwinroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.527440,-120.489450 | ||||||||||
| 4702 | Grand Coulee Dam Bridge | This bridge is an extremely long arch bridge that is dwarfed by the dam of which the bridge is an integral part. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Consolidated Builders, Inc.. The bridge was primarily designed by S. O. Harper. | 47.956050 | -118.981920 | Dam Access Road | Columbia River (Franklin D. Roosevelt Lake) | Coulee Dam | Grant County, Washington and Okanogan County, Washington | Washington | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 11 | 0 | 0 | 1941 | 0 | Consolidated Builders, Inc. | S. O. Harper | 8 | 8 | 150 | 45.72 | 1650 | 502.92 | 30 | 9.14 | https://historicbridges.org/washington/grandcouleedam/little_grandcouleedam3122_small.jpg | https://historicbridges.org/washington/grandcouleedam/little_grandcouleedam3122.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/grandcouleedam/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.956050,-118.981920 | ||||||||||||||
| 4703 | Rock Island Bridge | This is an unusual railroad bridge that was made even more unusual long ago when supplemental trusses were added to it. The technical description of the main or most noteworthy span of the bridge is a 416.5 ft (126.95 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Edge Moor Bridge Works of Wilmington, Delaware. | 47.367140 | -120.153810 | Railroad (BNSF) | Columbia River | Rock Island | Chelan County, Washington and Douglas County, Washington | Washington | United States | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 14 | 1 | Metal | Parker | Pin-Connected | Deck | Truss | Fixed | 10 | 0 | 1893 | 1925 | Edge Moor Bridge Works of Wilmington, Delaware | 8 | 9 | 416.5 | 126.95 | 900 | 274.32 | 0 | 0 | https://historicbridges.org/washington/bnsfrockislandbridge/little_bnsfrockislandbridge4887_small.jpg | https://historicbridges.org/washington/bnsfrockislandbridge/little_bnsfrockislandbridge4887.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/bnsfrockislandbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.367140,-120.153810 | ||||||||
| 4705 | Wenatchee Avenue Bridge | This pair of bridges also includes a noteworthy plate girder bridge that was built to form a one-way couplet. The technical description of the main or most noteworthy span of the bridge is a 260 ft (79.25 m) metal cantilever rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Puget Sound Bridge and Dredging Company of Seattle, Washington. The bridge was primarily designed by Washington Department of Highways. | 47.458700 | -120.336580 | Wenatchee Avenue (Northbound) | Wenatchee River and Railroad (BNSF) | Wenatchee | Chelan County, Washington | Washington | United States | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 13 | Cantilever | 3 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 7 | 1932 | 0 | Puget Sound Bridge and Dredging Company of Seattle, Washington | Washington Department of Highways | 7 | 7 | 260 | 79.25 | 641 | 195.38 | 30 | 9.14 | https://historicbridges.org/washington/wenatcheeavenuebridge/little_wenatcheeavenuebridge4320_1_2_tonemappedv_small.jpg | https://historicbridges.org/washington/wenatcheeavenuebridge/little_wenatcheeavenuebridge4320_1_2_tonemappedv.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/wenatcheeavenuebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.458700,-120.336580 | |||||||||
| 4706 | Wenatchee River Railroad Bridge | This railroad bridge has a variety of spans, but its pin-connected Warren through truss span is most noteworthy. The technical description of the main or most noteworthy span of the bridge is a 165 ft (50.29 m) metal pin-connected Warren through truss, fixed. The bridge was primarily built by Fort Pitt Bridge Works of Pittsburgh, Pennsylvania. | 47.458050 | -120.333440 | Railroad (BNSF) | Wenatchee River | Rural | Chelan County, Washington | Washington | United States | Metal | Warren | Pin-Connected | Through | Truss | Fixed | 8 | 2 | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 9 | 0 | 1899 | 0 | Fort Pitt Bridge Works of Pittsburgh, Pennsylvania | 7 | 8 | 165 | 50.29 | 625 | 190.5 | 0 | 0 | https://historicbridges.org/washington/wenatcheerailroadbridge/little_wenatcheerailroadbridge4352_small.jpg | https://historicbridges.org/washington/wenatcheerailroadbridge/little_wenatcheerailroadbridge4352.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/wenatcheerailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.458050,-120.333440 | ||||||||
| 4707 | Monitor Bridge | This is an attractive concrete arch bridge that has a single solid rib. The technical description of the main or most noteworthy span of the bridge is a 131 ft (39.93 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Henry Hagman of Cashmere, Washington. The bridge was primarily designed by A. M. Buell. | 47.487090 | -120.413900 | Main Street (Old Monitor Road) | Wenatchee River | Monitor | Chelan County, Washington | Washington | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 3 | Concrete | Slab | Fixed | 0 | 6 | 1931 | 0 | Henry Hagman of Cashmere, Washington | A. M. Buell | 5 | 6 | 131 | 39.93 | 357 | 108.81 | 20 | 6.1 | https://historicbridges.org/washington/monitormainstreet/little_monitormainstreet4295_6_7_tonemappedv_small.jpg | https://historicbridges.org/washington/monitormainstreet/little_monitormainstreet4295_6_7_tonemappedv.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/monitormainstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.487090,-120.413900 | |||||||||||
| 4711 | ! | New Harmony Bridge | Harmony Way Bridge | Noteworthy for its size, design, and operation as a toll bridge, this historic truss has been closed and is at risk for demolition. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Nashville Bridge Company of Nashville, Tennessee. | 38.131320 | -87.942500 | IN-66 and IL-14 | Wabash River | New Harmony | Posey County, Indiana and White County, Illinois | Illinois and Indiana | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 10 | 4 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 7 | 34 | 1930 | 1962 | Nashville Bridge Company of Nashville, Tennessee | 8 | 8 | 300 | 91.44 | 2579 | 786.08 | 20 | 6.1 | https://historicbridges.org/indiana/newharmony/little_newharmony2697_small.jpg | https://historicbridges.org/indiana/newharmony/little_newharmony2501.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/newharmony/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.131320,-87.942500 | ||||||
| 4712 | Chain of Rocks Canal Bridge | This impressive bridge is noted for its large through truss span and rare continuous deck truss approach spans. The technical description of the main or most noteworthy span of the bridge is a 463 ft (141.12 m) metal rivet-connected Modified Polygonal Warren through truss, fixed. The bridge was primarily built by Bushman Construction Company. | 38.761840 | -90.138120 | Chain of Rocks Road (Historic US-66) | Chain of Rocks Canal | Granite City | Madison County, Illinois | Illinois | United States | Metal | Modified Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 16 | 1 | Metal | Warren | Rivet-Connected | Deck | Truss | 8 | Continuous | 18 | 1949 | 1999 | Bushman Construction Company | 7 | 7 | 463 | 141.12 | 2368.2 | 721.83 | 17.7 | 5.39 | https://historicbridges.org/illinois/chainofrockscanal/little_chainofrockscanal5854_small.jpg | https://historicbridges.org/illinois/chainofrockscanal/little_chainofrockscanal5854.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/chainofrockscanal/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.761840,-90.138120 | ||||||||
| 4714 | Cairo Mississippi River Bridge | Birds Point Bridge | This increasingly rare two tower cantilever truss has a distinctive appearance due to its long series of approaching towerless cantilever truss approach spans. The technical description of the main or most noteworthy span of the bridge is a 700 ft (213.36 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Waddell and Hardesty of New York, New York. | 36.978830 | -89.147670 | US-60 and US-62 | Mississippi River | Cairo and Birds Point | Alexander County, Illinois and Mississippi County, Missouri | Illinois and Missouri | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 22 | Cantilever | 7 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 34 | 1929 | 2011 | American Bridge Company of New York, New York | Waddell and Hardesty of New York, New York | 9 | 8 | 700 | 213.36 | 5181.7 | 1579.38 | 20 | 6.1 | https://historicbridges.org/illinois/cairomississippiriver/little_cairomississippiriver4473_small.jpg | https://historicbridges.org/illinois/cairomississippiriver/little_cairomississippiriver4473.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/cairomississippiriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.978830,-89.147670 | ||||||||
| 4716 | ! | Cairo Ohio River Bridge | Designed by a noted engineering firm, this large cantilever truss bridge is noted for its multiple tower configuration. The technical description of the main or most noteworthy span of the bridge is a 800 ft (243.84 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by Mount Vernon Bridge Company of Mount Vernon, Ohio. The bridge was primarily designed by Modjeski and Masters. | 36.993670 | -89.145980 | US-60, US-62, and US-51 | Ohio River | Cairo | Alexander County, Illinois and Ballard County, Kentucky | Illinois and Kentucky | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 22 | Cantilever | 5 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 10 | 27 | 1937 | 1979 | Mount Vernon Bridge Company of Mount Vernon, Ohio | Modjeski and Masters | 9 | 8 | 800 | 243.84 | 5865.4 | 1787.77 | 20 | 6.1 | https://historicbridges.org/illinois/cairoohioriver/little_addcairoohio_9830_1_2vib_small.jpg | https://historicbridges.org/illinois/cairoohioriver/little_cairoohioriver4633.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/cairoohioriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.993670,-89.145980 | |||||
| 4721 | Black River Bridge | Posey County Bridge 53 | This truss bridge has an unusual subdivided center panel and strangely lists the name of the river it crosses on the portal. The technical description of the main or most noteworthy span of the bridge is a 165 ft (50.29 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by Toledo Bridge Company of Toledo, Ohio (Former Smith Bridge Company of Toledo, Ohio). | 38.176770 | -87.918190 | Griffin Road | Black River | Rural | Posey County, Indiana | Indiana | United States | Metal | Camelback | Pin-Connected | Through | Truss | Fixed | 10 | 1 | Metal | Through | Girder | Fixed | 0 | 2 | 1892 | 0 | Toledo Bridge Company of Toledo, Ohio (Former Smith Bridge Company of Toledo, Ohio) | 7 | 8 | 165 | 50.29 | 242 | 73.76 | 16.7 | 5.09 | https://historicbridges.org/indiana/blackriverbridge/little_blackriverbridge2642_small.jpg | https://historicbridges.org/indiana/blackriverbridge/little_blackriverbridge2642.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/blackriverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.176770,-87.918190 | |||||||||
| 4722 | Gale Bridge | This bridge with its combination of truss types and curved roadway is one of the few historic truss bridges in Illinois to be rehabilitated. The technical description of the main or most noteworthy span of the bridge is a 172.3 ft (52.52 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Illinois Division of Highways. | 37.247910 | -89.448540 | Old IL-3 | Sexton Creek | Rural | Alexander County, Illinois | Illinois | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Pratt | Rivet-Connected | Pony | Truss | Fixed | 5 | 2 | 1933 | 2012 | Unknown | Illinois Division of Highways | 6 | 6 | 172.3 | 52.52 | 338 | 103.02 | 22.6 | 6.89 | https://historicbridges.org/illinois/galebridge/little_addgale_0776_small.jpg | https://historicbridges.org/illinois/galebridge/little_addgale_0776.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/galebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.247910,-89.448540 | |||||||
| 4727 | Twin Bridges (Northbound Bridge) | Bi-State Vietnam Gold Star Twin Bridges / John James Audubon Bridge | Designed by a noted engineering firm, this is an increasingly rare example of a landmark riveted cantilever truss bridge. The technical description of the main or most noteworthy span of the bridge is a 720 ft (219.46 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by Kansas City Bridge Company of Kansas City, Missouri and Rieth-Riley Construction Company of Goshen, Indian. The bridge was primarily designed by Modjeski and Masters. | 37.904980 | -87.550420 | US-41 | Ohio River | Near Evansville | Henderson County, Kentucky and Vanderburgh County, Indiana | Indiana and Kentucky | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 20 | Cantilever | 4 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 10 | 43 | 1932 | 1983 | Kansas City Bridge Company of Kansas City, Missouri and Rieth-Riley Construction Company of Goshen, Indian | Modjeski and Masters | 8 | 8 | 720 | 219.46 | 5395.3 | 1644.49 | 30 | 9.14 | https://historicbridges.org/indiana/evansville/main_small.jpg | https://historicbridges.org/indiana/evansville/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/evansville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.904980,-87.550420 | |||||
| 4728 | Thebes Bridge | This bridge is one of the most significant early large-scale cantilever truss bridges in the United States. The technical description of the main or most noteworthy span of the bridge is a 671 ft (204.52 m) metal cantilever pin-connected Baltimore through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Ralph Modjeski and Alfred Noble. | 37.216580 | -89.466820 | Railroad (Union Pacific) | Mississippi River | Thebes | Alexander County, Illinois and Scott County, Missouri | Illinois and Missouri | United States | Metal | Baltimore | Pin-Connected | Through | Truss | Fixed | 22 | Cantilever | 5 | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 12 | 1905 | 0 | American Bridge Company of New York, New York | Ralph Modjeski and Alfred Noble | 10 | 10 | 671 | 204.52 | 3817 | 1163.42 | 0 | 0 | https://historicbridges.org/illinois/thebes/little_addthebes_0386_small.jpg | https://historicbridges.org/illinois/thebes/little_addthebes_0386.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/thebes/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.216580,-89.466820 | |||||||
| 4731 | MO-21 Meramec River Bridge | Tesson Ferry Road Bridge | This was the first bridge in the United States of this unusual continuous tied arch design. The technical description of the main or most noteworthy span of the bridge is a 264 ft (80.47 m) metal continuous (arch and suspended deck) tied Braced Ribbed through arch, fixed. The bridge was primarily built by Stupp Brothers Bridge and Iron Company of St. Louis, Missouri. The bridge was primarily designed by Missouri State Highway Commission. | 38.462950 | -90.414800 | Tesson Ferry Road (MO-21) | Meramec River | Concord | Jefferson County, Missouri and St. Louis County, Missouri | Missouri | United States | Metal | Braced Ribbed | Tied | Through | Arch | Fixed | 11 | Continuous (Arch and Suspended Deck) | 3 | 0 | 0 | 1940 | 2009 | Stupp Brothers Bridge and Iron Company of St. Louis, Missouri | Missouri State Highway Commission | 8 | 9 | 264 | 80.47 | 648 | 197.51 | 46.3 | 14.11 | https://historicbridges.org/missouri/mo21meramec/little_mo21meramec4970_small.jpg | https://historicbridges.org/missouri/mo21meramec/little_mo21meramec4970.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/mo21meramec/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.462950,-90.414800 | |||||||||||
| 4732 | ! | US-66 Meramec River Bridge | Times Beach Bridge | Abandoned and at risk for demolition, this impressive bridge compose of plate girder and truss spans is additionally significant for its association for historic Route 66. The technical description of the main or most noteworthy span of the bridge is a 132 ft (40.23 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Frazier-Davis Construction Company of St. Louis, Missouri. The bridge was primarily designed by Missouri State Highway Commission. | 38.505620 | -90.592030 | Historic US-66 (Old Alignment) | Meramec River | Times Beach | St. Louis County, Missouri | Missouri | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 12 | 3 | Metal | Deck | Girder | Fixed | 0 | 9 | 1931 | 0 | Frazier-Davis Construction Company of St. Louis, Missouri | Missouri State Highway Commission | 6 | 8 | 132 | 40.23 | 1009 | 307.54 | 30 | 9.14 | https://historicbridges.org/missouri/us66meramec/little_us66meramec5107_small.jpg | https://historicbridges.org/missouri/us66meramec/little_us66meramec5125.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/us66meramec/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.505620,-90.592030 | |||||||
| 4739 | Meadowlily Road Bridge | London's most secluded truss bridge, this bridge was in poor condition, but is a beautiful structure and has since been rehabilitated for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. | 42.972870 | -81.187550 | Meadowlily Road | South Branch Thames River | London | Middlesex County, Ontario | Ontario | Canada | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 2 | 1910 | 2013 | Hamilton Bridge Company of Hamilton, Ontario | 8 | 8 | 0 | 0 | 285 | 86.87 | 18 | 5.49 | https://historicbridges.org/ontario/meadowlily/main_small.jpg | https://historicbridges.org/ontario/meadowlily/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/meadowlily/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.972870,-81.187550 | ||||||||
| 4740 | L | Blackfriars Street Bridge | Among the rarest and oldest bridges in Canada is this breathtaking iron bowstring truss which is the longest span of its kind remaining in all of North America! The technical description of the main or most noteworthy span of the bridge is a 225 ft (68.58 m) metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 42.989010 | -81.257230 | Blackfriars Street | North Branch Thames River | London | Middlesex County, Ontario | Ontario | Canada | Metal | Bowstring | Threaded Rod-Nut Connected | Through | Truss | Fixed | 16 | 1 | 0 | 0 | 1875 | 2018 | Wrought Iron Bridge Company of Canton, Ohio | 10 | 10 | 225 | 68.58 | 225 | 68.58 | 0 | 0 | https://historicbridges.org/truss/blackfriars/little_p1550371_small.jpg | https://historicbridges.org/truss/blackfriars/little_p1550371.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/blackfriars/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.989010,-81.257230 | |||||||||||||
| 4741 | Water Street Bridge | Located in historic St. Marys is this heritage truss bridge, adding much beauty and history to a unique town. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Stratford Bridge Company of Stratford, Ontario. | 43.260490 | -81.143720 | Water Street | Trout Creek | St. Marys | Perth County, Ontario | Ontario | Canada | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1898 | 2016 | Stratford Bridge Company of Stratford, Ontario | 7 | 7 | 100 | 30.48 | 100 | 30.48 | 0 | 0 | https://historicbridges.org/ontario/stmarys/little_p2300628_small.jpg | https://historicbridges.org/ontario/stmarys/little_p2300628.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/stmarys/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.260490,-81.143720 | ||||||||||||||
| 4742 | Church Street Bridge | This is a beautiful, restored 1880s two-span stone arch bridge that fits right into St. Marys, a town filled with historic stone buildings. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by James Clyde and James Elliot. | 43.261010 | -81.141020 | Church Street | Trout Creek | St. Marys | Perth County, Ontario | Ontario | Canada | Stone | Segmental | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1884 | 1979 | James Clyde and James Elliot | 7 | 7 | 0 | 0 | 105 | 32 | 0 | 0 | https://historicbridges.org/ontario/stmarys2/little_p2300696_7_8_tonemappedv_small.jpg | https://historicbridges.org/ontario/stmarys2/little_p2300696_7_8_tonemappedv.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/stmarys2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.261010,-81.141020 | |||||||||||||||
| 4744 | Strathroy Victoria Park Bridge | Fabricated with British steel, this appears to be a vintage example of a Bailey truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal double-truss, single-story Bailey pony truss, fixed. The bridge was primarily built by Unknown. | 42.959180 | -81.626820 | Pedestrian Walkway | Sydenham River | Strathroy | Middlesex County, Ontario | Ontario | Canada | Metal | Bailey | Double-Truss, Single-Story | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 0 | 0 | 80 | 24.38 | 0 | 0 | https://historicbridges.org/ontario/strathroyvictoria/little_p2300419_small.jpg | https://historicbridges.org/ontario/strathroyvictoria/little_p2300419.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/strathroyvictoria/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.959180,-81.626820 | ||||||||||||||
| 4745 | Trout Creek Railway Bridge | London Bridge | This is one of two similar high level early 20th Century deck plate girder bridges resting on 1850s stone substructures in St. Marys. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. | 43.262206 | -81.136706 | Railroad (Via Rail, Canadian National) | Trout Creek, Timms Lane, and Widder Street | St. Marys | Perth County, Ontario | Ontario | Canada | Metal | Deck | Girder | Fixed | 0 | 12 | 0 | 0 | 0 | 0 | Unknown | 5 | 6 | 0 | 0 | 805 | 245.36 | 0 | 0 | https://historicbridges.org/ontario/stmarysrail/little_p2300620_small.jpg | https://historicbridges.org/ontario/stmarysrail/little_p2300620.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/stmarysrail/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.262206,-81.136706 | |||||||||||||||
| 4746 | 13 Mile Road Private Bridge | Highbury Avenue Private Bridge | This is a privately owned riveted truss bridge on some farmland. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected pony truss, fixed. The bridge was primarily built by Unknown. | 43.137230 | -81.269850 | Private Trail | Unnamed Creek | Rural | Middlesex County, Ontario | Ontario | Canada | Metal | Rivet-Connected | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/13mileprivate/main_small.jpg | https://historicbridges.org/ontario/13mileprivate/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/13mileprivate/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.137230,-81.269850 | ||||||||||||||
| 4751 | Ashmun Street Bridge | One of the most beautiful and rarest bridges in Michigan, this unique, massive trussed steel arch bridge provides an impressive clear span over the canal. The technical description of the main or most noteworthy span of the bridge is a 257 ft (78.33 m) metal two-hinged Braced Ribbed through arch, fixed. The bridge was primarily built by Fry and Cain. The bridge was primarily designed by Michigan State Highway Department. | 46.495200 | -84.349640 | Ashmun Street (I-75 BS) | Power Canal | Sault Ste Marie | Chippewa County, Michigan | Michigan | United States | Metal | Braced Ribbed | Two-Hinged | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1935 | 1998 | Fry and Cain | Michigan State Highway Department | 8 | 9 | 257 | 78.33 | 257 | 78.33 | 42 | 12.8 | https://historicbridges.org/other/ashmun/little_ashmunstreetbridge0620_small.jpg | https://historicbridges.org/other/ashmun/little_ashmunstreetbridge0620.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/ashmun/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.495200,-84.349640 | |||||||||||||
| 4752 | Umatilla Bridge | This distinctive bridge is noted for its unusual span arrangement which is more extensive than most cantilever truss bridges. The technical description of the main or most noteworthy span of the bridge is a 600 ft (182.88 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Tudor Engineering Company of San Francisco, California. | 45.931470 | -119.328710 | I-82 (Eastbound) and US-295 | Columbia River | Umatilla | Umatilla County, Oregon and Benton County, Washington | Oregon and Washington | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 0 | Cantilever | 5 | Metal | Pin and Hanger | Deck | Girder | Fixed | 0 | 15 | 1955 | 1990 | American Bridge Company of New York, New York | Tudor Engineering Company of San Francisco, California | 7 | 7 | 600 | 182.88 | 3380 | 1030.22 | 27.6 | 8.41 | https://historicbridges.org/washington/umatilla/little_umatilla6764_small.jpg | https://historicbridges.org/washington/umatilla/little_umatilla6764.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/umatilla/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.931470,-119.328710 | |||||||
| 4753 | Cowley Bridge | Kelso Bridge | Not only is this the only iron bowstring in the state, it is one of the longest bowstring spans in North America, and the longest known of its builder. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 35.138180 | -86.468370 | West Stevens Creek Road | Elk River | Rural | Lincoln County, Tennessee | Tennessee | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Through | Truss | Fixed | 11 | 1 | 0 | 0 | 1878 | 0 | King Bridge Company of Cleveland, Ohio | 10 | 10 | 170 | 51.82 | 171 | 52.12 | 13.8 | 4.21 | https://historicbridges.org/tennessee/cowleybridge/little_cowleybridge07644_small.jpg | https://historicbridges.org/tennessee/cowleybridge/little_cowleybridge07644.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/cowleybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.138180,-86.468370 | |||||||||||||
| 4754 | Great Falls Road Bridge | Collins River Bridge | This bridge is noted for its variety of spans, and most importantly for its reused 1880s Parker truss of extremely unusual design. The technical description of the main or most noteworthy span of the bridge is a 246 ft (74.98 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Mount Vernon Bridge Company of Mount Vernon, Ohio and Nashville Bridge Company of Nashville, Tennessee. The bridge was primarily designed by Eugene F. Falconnet. | 35.799810 | -85.620110 | Great Falls Road (TN-287), | Collins River | Rural | Warren County, Tennessee | Tennessee | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 13 | 1 | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 10 | 6 | 1889 | 1924 | Mount Vernon Bridge Company of Mount Vernon, Ohio and Nashville Bridge Company of Nashville, Tennessee | Eugene F. Falconnet | 8 | 9 | 246 | 74.98 | 655 | 199.64 | 15 | 4.57 | https://historicbridges.org/tennessee/greatfallsroadbridge/little_greatfallsroadbridge06903_small.jpg | https://historicbridges.org/tennessee/greatfallsroadbridge/little_greatfallsroadbridge06903.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/greatfallsroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.799810,-85.620110 | ||||||
| 4755 | Trammell Bridge | This was the first long-span truss bridge in Florida, and is also an early example nationwide of the arch cantilever truss bridge type. The technical description of the main or most noteworthy span of the bridge is a 280 ft (85.34 m) metal cantilever (arched) rivet-connected Warren through truss, fixed. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. The bridge was primarily designed by Allied Engineering Corporation. | 30.437260 | -85.000880 | FL-20 (Blountstown Highway) | Apalachicola River | Near Blountstown and Near Bristol | Calhoun County, Florida and Liberty County, Florida | Florida | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 10 | Cantilever (Arched) | 3 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 8 | 200 | 1938 | 1998 | Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin | Allied Engineering Corporation | 8 | 9 | 280 | 85.34 | 8397.4 | 2559.53 | 24 | 7.32 | https://historicbridges.org/florida/trammellbridge/little_trammellbridge00296_7_8_tonemappedv_small.jpg | https://historicbridges.org/florida/trammellbridge/little_trammellbridge00296_7_8_tonemappedv.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/trammellbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.437260,-85.000880 | ||||||
| 4756 | Hal W. Adams Bridge | Mayo Bridge | This unusual, relatively short-span suspension bridge is the only suspension bridge in Florida. The technical description of the main or most noteworthy span of the bridge is a 420 ft (128.02 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by L.J. and W.J. Cobb Construction Company of Tampa, Florida and Nashville Bridge Company of Nashville, Tennessee. The bridge was primarily designed by Florida State Road Department. | 30.099220 | -83.171780 | FL-51 (Irvin Avenue) | Suwannee River | Rural (Near Mayo) | Lafayette County, Florida and Suwannee County, Florida | Florida | United States | Metal | Pony Truss Stiffening | Wire Cable | Suspension | Fixed | 0 | 1 | Concrete | T-Beam | Fixed | 0 | 8 | 1947 | 0 | L.J. and W.J. Cobb Construction Company of Tampa, Florida and Nashville Bridge Company of Nashville, Tennessee | Florida State Road Department | 7 | 8 | 420 | 128.02 | 687 | 209.4 | 26 | 7.92 | https://historicbridges.org/florida/halwadams/little_halwadams00741_small.jpg | https://historicbridges.org/florida/halwadams/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/halwadams/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.099220,-83.171780 | ||||||||||
| 4758 | Kenova Railroad Bridge | As impressive as this massive bridge is, the story of how it was constructed is even more impressive. The technical description of the main or most noteworthy span of the bridge is a 520.9 ft (158.77 m) metal multiple-type-connected Pennsylvania through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Charles S. Churchill. | 38.405760 | -82.573150 | Railroad (Norfolk Southern) | Ohio River and Various Streets and Railroad | South Point and Kenova | Wayne County, West Virginia and Lawrence County, Ohio | Ohio and West Virginia | United States | Metal | Pennsylvania | Multiple-Type-Connected | Through | Truss | Fixed | 16 | 1 | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 10 | 0 | 1913 | 0 | American Bridge Company of New York, New York | Charles S. Churchill | 8 | 9 | 520.9 | 158.77 | 4000 | 1219.2 | 24 | 7.32 | https://historicbridges.org/wvirginia/kenova/little_100canon1538_small.jpg | https://historicbridges.org/wvirginia/kenova/little_100canon1538.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/kenova/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.405760,-82.573150 | |||||||
| 4759 | 12th Street Bridge | Ben M. Williamson Sr. Bridge | This large cantilever bridge is an impressive structure that appears to be well maintained. The technical description of the main or most noteworthy span of the bridge is a 738.7 ft (225.16 m) metal cantilever rivet-connected Modified Warren (Subdivided) through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois). | 38.484610 | -82.640870 | 12th Street | Ohio River | Coal Grove and Ashland | Boyd County, Kentucky and Lawrence County, Ohio | Kentucky and Ohio | United States | Metal | Modified Warren (Subdivided) | Rivet-Connected | Through | Truss | Fixed | 0 | Cantilever | 3 | Metal | Warren (No Verticals) | Rivet-Connected | Through | Truss | Fixed | 0 | 12 | 1930 | 1993 | Unknown | John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois) | 8 | 8 | 738.7 | 225.16 | 2278 | 694.33 | 22 | 6.71 | https://historicbridges.org/ohio/12th/little_12thstreet4177_small.jpg | https://historicbridges.org/ohio/12th/little_12thstreet4177.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/12th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.484610,-82.640870 | |||||
| 4761 | Riegelsville Bridge | This multi-suspension-span bridge is a remarkable structure that is truly unique. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by John A. Roebling Sons Company of Trenton, New Jersey. | 40.594240 | -75.190770 | Delaware Road | Delaware River | Riegelsville | Warren County, New Jersey and Bucks County, Pennsylvania | New Jersey and Pennsylvania | United States | Metal | Pony Truss Stiffening | Wire Cable | Suspension | Fixed | 0 | 3 | 0 | 0 | 1904 | 2010 | John A. Roebling Sons Company of Trenton, New Jersey | 8 | 8 | 200 | 60.96 | 577 | 175.87 | 15.7 | 4.79 | https://historicbridges.org/newjersey/riegelsville/little_pict5260_small.jpg | https://historicbridges.org/newjersey/riegelsville/little_pict5260.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/riegelsville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.594240,-75.190770 | |||||||||||||||
| 4762 | Roebling Bridge | Covington and Cincinnati Suspension Bridge | One of the most historically significant suspension bridges in the country, this 1866 wonder was built by John Roebling! The technical description of the main or most noteworthy span of the bridge is a 1056.8 ft (322.11 m) metal through truss stiffening wire cable suspension, fixed. The bridge was primarily built by John A. Roebling Sons Company of Trenton, New Jersey. The bridge was primarily designed by John A. Roebling. | 39.092900 | -84.509880 | Multiple Roads/Routes | Ohio River | Cincinnati and Covington | Hamilton County, Ohio and Kenton County, Kentucky | Ohio and Kentucky | United States | Metal | Through Truss Stiffening | Wire Cable | Suspension | Fixed | 0 | 3 | 0 | 16 | 1866 | 1899 | John A. Roebling Sons Company of Trenton, New Jersey | John A. Roebling | 10 | 10 | 1056.8 | 322.11 | 2161.5 | 658.83 | 25 | 7.62 | https://historicbridges.org/ohio/roebling/bkg_ohio0166_small.jpg | https://historicbridges.org/ohio/roebling/ohio0773.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/roebling/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.092900,-84.509880 | |||||||||||||
| 4764 | Androscoggin Swinging Bridge | Brunswick-Topsham Swinging Bridge | This suspension foot bridge has been altered many times since it was built. The technical description of the main or most noteworthy span of the bridge is a 332 ft (101.19 m) metal wire cable suspension, fixed. The bridge was primarily built by John A. Roebling Sons Company of Trenton, New Jersey. | 43.917790 | -69.972840 | Pedestrian Walkway | Androscoggin River | Brunswick and Topsham | Cumberland County, Maine | Maine | United States | Metal | Wire Cable | Suspension | Fixed | 0 | 1 | 0 | 0 | 1892 | 2006 | John A. Roebling Sons Company of Trenton, New Jersey | 6 | 6 | 332 | 101.19 | 0 | 0 | 6 | 1.83 | https://historicbridges.org/maine/androscogginswinging/little_androscogginswingingbridge037_small.jpg | https://historicbridges.org/maine/androscogginswinging/little_androscogginswingingbridge037.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maine/androscogginswinging/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.917790,-69.972840 | |||||||||||||||
| 4768 | Beaty Bridge | One of the oldest truss bridges in Florida, this bridge displays the distinctive and extremely unusual details of its builder. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Roanoke Bridge Company of Roanoke, Virginia. | 30.616070 | -83.079720 | Swilley Road (9th Drive) | Alapahoochee River | Rural | Hamilton County, Florida | Florida | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1911 | 0 | Roanoke Bridge Company of Roanoke, Virginia | 7 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/florida/beatybridge/little_beatybridge01373_small.jpg | https://historicbridges.org/florida/beatybridge/little_beatybridge01373.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/beatybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.616070,-83.079720 | |||||||||||
| 4769 | Hillman Bridge | Ellaville Bridge | This truss bridge with a long concrete approach system was bypassed and abandoned, but left open to pedestrians. The technical description of the main or most noteworthy span of the bridge is a 123 ft (37.49 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by R. H. H. Blackwell Company of East Aurora, New York. | 30.384670 | -83.174640 | US-90 (Abandoned Alignment) | Suwannee River | Ellaville | Madison County, Florida and Suwannee County, Florida | Florida | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 3 | Concrete | T-Beam | Fixed | 0 | 26 | 1926 | 0 | R. H. H. Blackwell Company of East Aurora, New York | 5 | 7 | 123 | 37.49 | 916 | 279.2 | 0 | 0 | https://historicbridges.org/florida/ellaville/little_ellaville00995_small.jpg | https://historicbridges.org/florida/ellaville/little_ellaville01088_89_90_tonemappeds.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/ellaville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.384670,-83.174640 | ||||||||||
| 4770 | Ellaville Railroad Bridge | A traditional riveted plate girder railroad bridge. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 30.385050 | -83.172340 | Railroad (Seaboard Coast Line) | Suwannee River | Ellaville | Madison County, Florida and Suwannee County, Florida | Florida | United States | Metal | Through | Girder | Fixed | 7 | 4 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 80 | 24.38 | 1093 | 333.15 | 0 | 0 | https://historicbridges.org/florida/ellavillerailroad/little_ellavillerailroad00956_small.jpg | https://historicbridges.org/florida/ellavillerailroad/little_ellavillerailroad00956.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/ellavillerailroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.385050,-83.172340 | ||||||||||||||||
| 4771 | Suwannee Springs Bridge | This truss bridge with a long concrete approach system was bypassed and abandoned, but left open to pedestrians. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Austin Bridge Company of Dallas, Texas. | 30.395420 | -82.935880 | US-129 (Abandoned Alignment, 93rd Drive) | Suwannee River | Suwannee Springs | Suwannee County, Florida and Hamilton County, Florida | Florida | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | Concrete | T-Beam | Fixed | 0 | 0 | 1931 | 0 | Austin Bridge Company of Dallas, Texas | 5 | 7 | 160 | 48.77 | 0 | 0 | 0 | 0 | https://historicbridges.org/florida/oldus129/little_oldus12900632_3_4_tonemappedv_small.jpg | https://historicbridges.org/florida/oldus129/little_oldus12900632_3_4_tonemappedv.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/oldus129/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.395420,-82.935880 | |||||||||||
| 4773 | ! | Houlihan Bridge | James P. Houlihan Bridge | This bridge has take a beating from trucks over the years, but remains a rare example of a highway truss swing bridge in Georgia. The technical description of the main or most noteworthy span of the bridge is a 240 ft (73.15 m) metal rivet-connected Pratt through truss, movable: swing, Center Bearing Center Pier. The bridge was primarily built by American Bridge Company of New York, New York. | 32.165370 | -81.155810 | GA-25 (Coastal Highway) | Savannah River | Port Wentworth | Chatham County, Georgia | Georgia | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Movable: Swing | Center Bearing Center Pier | 0 | 1 | Concrete | T-Beam | Fixed | 0 | 49 | 1954 | 1998 | American Bridge Company of New York, New York | 6 | 7 | 240 | 73.15 | 1465 | 446.53 | 28 | 8.53 | https://historicbridges.org/georgia/houlihanbridge/little_houlihanbridge04729_small.jpg | https://historicbridges.org/georgia/houlihanbridge/little_houlihanbridge04729.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=georgia/houlihanbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.165370,-81.155810 | ||||||||
| 4774 | Paces Ferry Road Bridge | Hermi's Bridge | The only known documented example of a surviving bridge by the Cotton States Bridge Company, this bridge has been bypassed and preserved. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Cotton States Bridge Company of Atlanta Georgia. | 33.858920 | -84.454500 | Paces Ferry Road (Abandoned Alignment) | Chattahoochee River | Atlanta | Fulton County, Georgia and Cobb County, Georgia | Georgia | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 0 | 2 | 0 | 0 | 1903 | 2010 | Cotton States Bridge Company of Atlanta Georgia | 7 | 8 | 140 | 42.67 | 370 | 112.78 | 0 | 0 | https://historicbridges.org/georgia/pacesferryroadbridge/little_pacesferryroadbridge00032_small.jpg | https://historicbridges.org/georgia/pacesferryroadbridge/little_pacesferryroadbridge00032.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=georgia/pacesferryroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.858920,-84.454500 | |||||||||||||
| 4775 | CSX Chattahoochee River Bridge | Seaboard Air Line Bridge | This railroad bridge with its pin-connected truss and riveted plate girder spans remains in use by trains today. The technical description of the main or most noteworthy span of the bridge is a 135 ft (41.15 m) metal pin-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. | 33.825830 | -84.456160 | Railroad (CSX) | Chattahoochee River | Atlanta | Fulton County, Georgia and Cobb County, Georgia | Georgia | United States | Metal | Pratt | Pin-Connected | Deck | Truss | Fixed | 6 | 2 | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 135 | 41.15 | 940 | 286.51 | 0 | 0 | https://historicbridges.org/georgia/seaboardairline/little_seaboardairline00006_7_8_fused_small.jpg | https://historicbridges.org/georgia/seaboardairline/little_seaboardairline00006_7_8_fused.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=georgia/seaboardairline/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.825830,-84.456160 | |||||||||
| 4792 | Newnan Street Bridge | Hubbard Street Bridge | This is one of a series of attractive bridges constructed under the direction of a noted architect as part of an improvement of Hogan's Creek. The technical description of the main or most noteworthy span of the bridge is a 25 ft (7.62 m) concrete slab, fixed. The bridge was primarily built by Robert G. Lassiter and Company. The bridge was primarily designed by Henry J. Klutho and Charles V. Imeson. | 30.333410 | -81.653350 | Newnan Street (Hubbard Street) | Hogan's Creek | Jacksonville | Duval County, Florida | Florida | United States | Concrete | Slab | Fixed | 0 | 1 | 0 | 0 | 1929 | 2017 | Robert G. Lassiter and Company | Henry J. Klutho and Charles V. Imeson | 3 | 3 | 25 | 7.62 | 25 | 7.62 | 40 | 12.19 | https://historicbridges.org/florida/hogan_newnanstreet/little_hogan_hubbardstreet03042_small.jpg | https://historicbridges.org/florida/hogan_newnanstreet/little_hogan_hubbardstreet03042.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/hogan_newnanstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.333410,-81.653350 | |||||||||||||||
| 4793 | Market Street Bridge | This is one of a series of attractive bridges constructed under the direction of a noted architect as part of an improvement of Hogan's Creek. The technical description of the main or most noteworthy span of the bridge is a 24.3 ft (7.41 m) concrete slab, fixed. The bridge was primarily built by Robert G. Lassiter and Company. The bridge was primarily designed by Henry J. Klutho and Charles V. Imeson. | 30.333150 | -81.652180 | Market Street | Hogan's Creek | Jacksonville | Duval County, Florida | Florida | United States | Concrete | Slab | Fixed | 0 | 1 | 0 | 0 | 1929 | 0 | Robert G. Lassiter and Company | Henry J. Klutho and Charles V. Imeson | 3 | 3 | 24.3 | 7.41 | 24.3 | 7.41 | 40 | 12.19 | https://historicbridges.org/florida/hogan_marketstreet/little_hogan_marketstreet02946_small.jpg | https://historicbridges.org/florida/hogan_marketstreet/little_hogan_marketstreet02946.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/hogan_marketstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.333150,-81.652180 | ||||||||||||||||
| 4794 | Main Street Bridge | This is the centerpiece bridge of a series of attractive bridges constructed under the direction of a noted architect as part of an improvement of Hogan's Creek. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Robert G. Lassiter and Company. The bridge was primarily designed by Henry J. Klutho and Charles V. Imeson. | 30.334080 | -81.655670 | Main Street (US-1 and US-17) | Hogan's Creek | Jacksonville | Duval County, Florida | Florida | United States | Concrete | Slab | Fixed | 0 | 1 | 0 | 0 | 1929 | 0 | Robert G. Lassiter and Company | Henry J. Klutho and Charles V. Imeson | 3 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/florida/hogan_mainstreet/little_hogan_mainstreet02953_small.jpg | https://historicbridges.org/florida/hogan_mainstreet/little_hogan_mainstreet02953.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/hogan_mainstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.334080,-81.655670 | ||||||||||||||||
| 4795 | Liberty Street Bridge (Decorative Facing) | Originally one of a series of bridges over Hogan's Creek, this one was replaced, but the ornamental facing and railing was retained. The technical description of the main or most noteworthy span of the bridge is a 88 ft (26.82 m) pre-stressed concrete stringer (multi-beam), fixed. The bridge was primarily built by Robert G. Lassiter and Company. The bridge was primarily designed by Henry J. Klutho and Charles V. Imeson. | 30.332520 | -81.650760 | Liberty Street | Hogan's Creek | Jacksonville | Duval County, Florida | Florida | United States | Pre-Stressed Concrete | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1929 | 1990 | Robert G. Lassiter and Company | Henry J. Klutho and Charles V. Imeson | 1 | 1 | 88 | 26.82 | 88 | 26.82 | 50 | 15.24 | https://historicbridges.org/florida/hogan_libertystreet/little_hogan_libertystreet03019_small.jpg | https://historicbridges.org/florida/hogan_libertystreet/little_hogan_libertystreet03019.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/hogan_libertystreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.332520,-81.650760 | ||||||||||||||||
| 4796 | Laura Street Bridge | This is one of a series of attractive bridges constructed under the direction of a noted architect as part of an improvement of Hogan's Creek. The technical description of the main or most noteworthy span of the bridge is a 19 ft (5.79 m) concrete slab, fixed. The bridge was primarily built by Robert G. Lassiter and Company. The bridge was primarily designed by Henry J. Klutho and Charles V. Imeson. | 30.335780 | -81.656790 | Laura Street | Hogan's Creek | Jacksonville | Duval County, Florida | Florida | United States | Concrete | Slab | Fixed | 0 | 1 | 0 | 0 | 1929 | 0 | Robert G. Lassiter and Company | Henry J. Klutho and Charles V. Imeson | 3 | 3 | 19 | 5.79 | 38 | 11.58 | 45 | 13.72 | https://historicbridges.org/florida/hogan_laurastreet/little_hogan_laurastreet03027_small.jpg | https://historicbridges.org/florida/hogan_laurastreet/little_hogan_laurastreet03027.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/hogan_laurastreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.335780,-81.656790 | ||||||||||||||||
| 4797 | Henry J. Klutho Park Bridge South | Julia Street Bridge | This is one of a series of attractive bridges constructed under the direction of a noted architect as part of an improvement of Hogan's Creek. The technical description of the main or most noteworthy span of the bridge is a 22 ft (6.71 m) concrete slab, fixed. The bridge was primarily built by Robert G. Lassiter and Company. The bridge was primarily designed by Henry J. Klutho and Charles V. Imeson. | 30.338100 | -81.658650 | Pedestrian Walkway (Former Julia Street) | Hogan's Creek | Jacksonville | Duval County, Florida | Florida | United States | Concrete | Slab | Fixed | 0 | 1 | 0 | 0 | 1929 | 0 | Robert G. Lassiter and Company | Henry J. Klutho and Charles V. Imeson | 3 | 3 | 22 | 6.71 | 0 | 0 | 58 | 17.68 | https://historicbridges.org/florida/hogan_henryjkluthoparksouth/little_hogan_henryjkluthoparksouth03064_small.jpg | https://historicbridges.org/florida/hogan_henryjkluthoparksouth/little_hogan_henryjkluthoparksouth03064.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/hogan_henryjkluthoparksouth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.338100,-81.658650 | |||||||||||||||
| 4798 | Henry J. Klutho Park Bridge North | This is one of a series of attractive bridges constructed under the direction of a noted architect as part of an improvement of Hogan's Creek. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Robert G. Lassiter and Company. The bridge was primarily designed by Henry J. Klutho and Charles V. Imeson. | 30.342460 | -81.662300 | Pedestrian Walkway | Hogan's Creek | Jacksonville | Duval County, Florida | Florida | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1929 | 0 | Robert G. Lassiter and Company | Henry J. Klutho and Charles V. Imeson | 3 | 3 | 20 | 6.1 | 35 | 10.67 | 0 | 0 | https://historicbridges.org/florida/hogan_henryjkluthoparknorth/little_hogan_henryjkluthoparknorth03097_small.jpg | https://historicbridges.org/florida/hogan_henryjkluthoparknorth/little_hogan_henryjkluthoparknorth03097.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/hogan_henryjkluthoparknorth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.342460,-81.662300 | ||||||||||||||
| 4799 | Confederate Park Bridge | Ocean Street Bridge | This is one of a series of attractive bridges constructed under the direction of a noted architect as part of an improvement of Hogan's Creek. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Robert G. Lassiter and Company. The bridge was primarily designed by Henry J. Klutho and Charles V. Imeson. | 30.333860 | -81.654460 | Pedestrian Walkway (Ocean Street) | Hogan's Creek | Jacksonville | Duval County, Florida | Florida | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1929 | 0 | Robert G. Lassiter and Company | Henry J. Klutho and Charles V. Imeson | 3 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/florida/hogan_oceanstreetconfederatepark/little_hogan_oceanstreetconfederatepark02912_small.jpg | https://historicbridges.org/florida/hogan_oceanstreetconfederatepark/little_hogan_oceanstreetconfederatepark02912.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/hogan_oceanstreetconfederatepark/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.333860,-81.654460 | |||||||||||||
| 4802 | Lanier Bridge | One of a number of original bridges built to accommodate the reservoirs created by the construction of Buford Dam. The technical description of the main or most noteworthy span of the bridge is a 260 ft (79.25 m) metal continuous rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. | 34.322430 | -83.879970 | Dawsonville Highway (GA-53 Westbound) | Lake Lanier (Chattahoochee River) | Gainesville | Hall County, Georgia | Georgia | United States | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 12 | Continuous | 5 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 1956 | 1992 | Unknown | 6 | 8 | 260 | 79.25 | 1216 | 370.64 | 25.6 | 7.8 | https://historicbridges.org/georgia/lakelanierbridge/little_lakelanierbridge05178b_small.jpg | https://historicbridges.org/georgia/lakelanierbridge/little_lakelanierbridge05178b.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=georgia/lakelanierbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.322430,-83.879970 | ||||||||||
| 4803 | Longstreet Bridge | General James Longstreet Memorial Bridge | This unusual continuous plate girder with its distinctive arched girders won an award from the American Institute of Steel Construction for beauty. The technical description of the main or most noteworthy span of the bridge is a 153 ft (46.63 m) metal continuous Variable Depth deck girder, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Patchen and Zimmerman of Augusta Georgia. | 34.348510 | -83.822790 | Cleveland Highway (US-129 and GA-11) | Lake Lanier (Chattahoochee River) | Gainesville | Hall County, Georgia | Georgia | United States | Metal | Variable Depth | Deck | Girder | Fixed | 12 | Continuous | 6 | 0 | 0 | 1957 | 0 | American Bridge Company of New York, New York | Patchen and Zimmerman of Augusta Georgia | 5 | 7 | 153 | 46.63 | 824 | 251.16 | 25.6 | 7.8 | https://historicbridges.org/georgia/longstreetbridge/little_longstreetbridge05168_69_70_tonemappedv_small.jpg | https://historicbridges.org/georgia/longstreetbridge/little_longstreetbridge05168_69_70_tonemappedv.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=georgia/longstreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.348510,-83.822790 | ||||||||||||
| 4805 | Settles Bridge | Even though this bridge is located in a National Recreation Area, this beautiful bridge has been abandoned and allowed to deteriorate. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 34.098400 | -84.110020 | Settles Bridge Road (Abandoned) | Chattahoochee River | Suwanee | Forsyth County, Georgia and Gwinnett County, Georgia | Georgia | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 175 | 53.34 | 0 | 0 | 0 | 0 | https://historicbridges.org/georgia/settlesbridge/little_settlesbridge05019_small.jpg | https://historicbridges.org/georgia/settlesbridge/little_settlesbridge05019.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=georgia/settlesbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.098400,-84.110020 | ||||||||||||||
| 4808 | Savannah Footbridge East | One of three unique historic European-style lattice girder foot bridges in Savannah, this one is noted for what appears to be cast iron floor beams. The technical description of the main or most noteworthy span of the bridge is a metal Lattice through girder, fixed. The bridge was primarily built by Unknown. | 32.080600 | -81.089020 | Pedestrian Walkway | River Street Access (Abercorn Ramp) | Savannah | Chatham County, Georgia | Georgia | United States | Metal | Lattice | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 9 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/georgia/savannahfootbridgeeast/little_savannahfootbridgeeast04332_small.jpg | https://historicbridges.org/georgia/savannahfootbridgeeast/little_savannahfootbridgeeast04332.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=georgia/savannahfootbridgeeast/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.080600,-81.089020 | |||||||||||||||
| 4809 | Savannah Footbridge Middle | One of three unique historic European-style lattice girder foot bridges in Savannah, this one is noted for a lack of alteration. The technical description of the main or most noteworthy span of the bridge is a metal Lattice through girder, fixed. The bridge was primarily built by Unknown. | 32.081140 | -81.090650 | Pedestrian Walkway | Drayton Ramp | Savannah | Chatham County, Georgia | Georgia | United States | Metal | Lattice | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 9 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/georgia/savannahfootbridgemiddle/little_savannahfootbridgemiddle04275_small.jpg | https://historicbridges.org/georgia/savannahfootbridgemiddle/little_savannahfootbridgemiddle04275.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=georgia/savannahfootbridgemiddle/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.081140,-81.090650 | |||||||||||||||
| 4811 | Savannah Footbridge West | One of three unique historic European-style lattice girder foot bridges in Savannah, this one is noted for its deck girders and ornamentation. The technical description of the main or most noteworthy span of the bridge is a metal Lattice deck girder, fixed. The bridge was primarily built by Unknown. | 32.081200 | -81.090810 | Pedestrian Walkway | Drayton Ramp | Savannah | Chatham County, Georgia | Georgia | United States | Metal | Lattice | Deck | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 9 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/georgia/savannahfootbridgewest/little_savannahfootbridgewest04204_small.jpg | https://historicbridges.org/georgia/savannahfootbridgewest/little_savannahfootbridgewest04204.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=georgia/savannahfootbridgewest/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.081200,-81.090810 | |||||||||||||||
| 4812 | Simon Kenton Memorial Bridge | Maysville - Aberdeen Bridge | This beautiful bridge and work of famous engineers Modjeski and Masters is also one of the few surviving suspension bridges on the Ohio River The technical description of the main or most noteworthy span of the bridge is a 1060 ft (323.09 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by John A. Roebling Sons Company of Trenton, New Jersey. The bridge was primarily designed by Modjeski and Masters. | 38.650170 | -83.759540 | Business US-62 and US-68 | Ohio River and Various Streets | Maysville and Aberdeen | Mason County, Kentucky and Brown County, Ohio | Kentucky and Ohio | United States | Metal | Pony Truss Stiffening | Wire Cable | Suspension | Fixed | 0 | 3 | Metal | Deck | Truss | Fixed | 0 | 12 | 1931 | 2003 | John A. Roebling Sons Company of Trenton, New Jersey | Modjeski and Masters | 8 | 9 | 1060 | 323.09 | 2866.3 | 873.65 | 20 | 6.1 | https://historicbridges.org/kentucky/maysville/little_maysville2211_small.jpg | https://historicbridges.org/kentucky/maysville/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/maysville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.650170,-83.759540 | |||||||||
| 4813 | Market Street Bridge | Chief John Ross Bridge | One of the largest bascule bridges ever constructed, this is also a rare movable arch bridge. The technical description of the main or most noteworthy span of the bridge is a 358.8 ft (109.36 m) metal three-hinged Braced Ribbed through arch, movable: double leaf bascule, Rolling Lift. The bridge was primarily built by Toledo Bridge and Crane Company of Toledo, Ohio. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois and John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois). | 35.058460 | -85.309320 | Market Street (US-27) | Tennessee River | Chattanooga | Hamilton County, Tennessee | Tennessee | United States | Metal | Braced Ribbed | Three-Hinged | Through | Arch | Movable: Double Leaf Bascule | Rolling Lift | 0 | 1 | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 16 | 1917 | 2006 | Toledo Bridge and Crane Company of Toledo, Ohio | Scherzer Rolling Lift Bridge Company of Chicago, Illinois and John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois) | 9 | 9 | 358.8 | 109.36 | 1895 | 577.6 | 36 | 10.97 | https://historicbridges.org/tennessee/market/little_marketstreetbridge06404_small.jpg | https://historicbridges.org/tennessee/market/little_marketstreetbridge06404.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/market/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.058460,-85.309320 | ||||||
| 4814 | ! | Frank J. Wood Bridge | Green Bridge | With a relatively long central span and an unusual design that is skewed at one pier only, this bridge is also extremely busy. The technical description of the main or most noteworthy span of the bridge is a 310 ft (94.49 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Boston Bridge Works of Boston, Massachusetts. | 43.920910 | -69.965870 | US-201 (Main Street) | Androscoggin River | Brunswick and Topsham | Cumberland County, Maine | Maine | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 10 | 3 | 0 | 0 | 1932 | 0 | Boston Bridge Works of Boston, Massachusetts | 6 | 7 | 310 | 94.49 | 815 | 248.41 | 30 | 9.14 | https://historicbridges.org/maine/brunswick/little_p1480959_small.jpg | https://historicbridges.org/maine/brunswick/little_p1480959.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maine/brunswick/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.920910,-69.965870 | ||||||||||||
| 4815 | Walnut Street Bridge | One of the most signficant landmark bridges in the country is this awe-inspiring bridge with ornate details. The technical description of the main or most noteworthy span of the bridge is a 320 ft (97.54 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Smith Bridge Company of Toledo, Ohio. The bridge was primarily designed by Edwin Thacher. | 35.058200 | -85.307280 | Walnut Street | Tennessee River | Chattanooga | Hamilton County, Tennessee | Tennessee | United States | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 16 | 6 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 0 | 1891 | 1993 | Smith Bridge Company of Toledo, Ohio | Edwin Thacher | 9 | 9 | 320 | 97.54 | 2370 | 722.38 | 0 | 0 | https://historicbridges.org/tennessee/walnut/little_walnutstreetbridge05681_small.jpg | https://historicbridges.org/tennessee/walnut/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/walnut/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.058200,-85.307280 | ||||||||||
| 4816 | Myrtle Avenue Bridge | With its unusual railing which was used on a few area bridges, this small t-beam bridge was evaluated as historic. The technical description of the main or most noteworthy span of the bridge is a 39 ft (11.89 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by T. B. Carrick. | 30.325830 | -81.677740 | Myrtle Avenue | McCoy Creek | Jacksonville | Duval County, Florida | Florida | United States | Concrete | T-Beam | Fixed | 0 | 1 | 0 | 0 | 1930 | 0 | Unknown | T. B. Carrick | 2 | 4 | 39 | 11.89 | 39 | 11.89 | 39.7 | 12.1 | https://historicbridges.org/florida/myrtleavenuebridge/little_myrtleavenuebridge01674_small.jpg | https://historicbridges.org/florida/myrtleavenuebridge/little_myrtleavenuebridge01674.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/myrtleavenuebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.325830,-81.677740 | ||||||||||||||||
| 4817 | I-95 Myrtle Avenue Bridge | This unusual bridge today squeezed in between other newer bridges is the only steel arch bridge in Florida. The technical description of the main or most noteworthy span of the bridge is a 385.5 ft (117.5 m) metal tied Solid Ribbed through arch, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 30.329010 | -81.676550 | I-95 | Railroad (Myrtle Avenue and Railroad) | Jacksonville | Duval County, Florida | Florida | United States | Metal | Solid Ribbed | Tied | Through | Arch | Fixed | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 16 | 1955 | 0 | American Bridge Company of New York, New York | 6 | 8 | 385.5 | 117.5 | 1430.5 | 436.02 | 79.4 | 24.2 | https://historicbridges.org/florida/i95myrtleavenuebridge/little_i95myrtleavenuebridge02669_small.jpg | https://historicbridges.org/florida/i95myrtleavenuebridge/little_i95myrtleavenuebridge02669.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/i95myrtleavenuebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.329010,-81.676550 | ||||||||||
| 4818 | Mathews Bridge | John E. Mathews Bridge | This large cantilever truss bridge with an extensive approach approach system is a rare example of its kind in Florida. The technical description of the main or most noteworthy span of the bridge is a 810 ft (246.89 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by Reynolds, Smith and Hills of Jacksonville, Florida. | 30.327240 | -81.624200 | Arlington Expressway (FL-10A) | St. Johns River | Jacksonville | Duval County, Florida | Florida | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 0 | Cantilever | 6 | Metal | Deck | Girder | Fixed | 0 | 59 | 1953 | 2007 | Bethlehem Steel Company of Bethlehem, Pennsylvania | Reynolds, Smith and Hills of Jacksonville, Florida | 7 | 9 | 810 | 246.89 | 7376 | 2248.2 | 49 | 14.94 | https://historicbridges.org/florida/mathewsbridge/little_mathewsbridge01774b_small.jpg | https://historicbridges.org/florida/mathewsbridge/little_mathewsbridge01774b.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/mathewsbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.327240,-81.624200 | |||||||
| 4819 | Hart Bridge | Isaiah David Hart Bridge / The Green Monster | This bridge is a very late example of its type, but is rare in the context of Florida, and also notable as part of area expressway development. The technical description of the main or most noteworthy span of the bridge is a 1088 ft (331.62 m) metal continuous (arch and suspended deck) bolt-connected Modified Warren (Subdivided) through truss, fixed. The bridge was primarily built by Allied Structural Steel Company of Chicago, Illinois. The bridge was primarily designed by Sverdrup and Parcel of St. Louis, Missouri. | 30.315560 | -81.627650 | US-1 Alternate (FL-228, Commodore Point Expressway) | St. Johns River | Jacksonville | Duval County, Florida | Florida | United States | Metal | Modified Warren (Subdivided) | Bolt-Connected | Through | Truss | Fixed | 0 | Continuous (Arch and Suspended Deck) | 3 | Pre-Stressed Concrete | Stringer (Multi-Beam) | Fixed | 0 | 14 | 1967 | 0 | Allied Structural Steel Company of Chicago, Illinois | Sverdrup and Parcel of St. Louis, Missouri | 6 | 7 | 1088 | 331.62 | 3844.3 | 1171.74 | 55.4 | 16.89 | https://historicbridges.org/florida/hartbridge/little_hartbridge03140_small.jpg | https://historicbridges.org/florida/hartbridge/little_hartbridge03140.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/hartbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.315560,-81.627650 | ||||||||
| 4821 | Central of Georgia 1853 Viaduct | This is the older of two rare brick arch bridges, and is also significant as a surviving bridge pre-dating the Civil War. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) brick Elliptical deck arch, fixed. The bridge was primarily built by Unknown. | 32.077290 | -81.103610 | Railroad (Abandoned Central of Georgia) | Savannah – Ogeechee Barge Canal and West Boundary Street | Savannah | Chatham County, Georgia | Georgia | United States | Brick | Elliptical | Deck | Arch | Fixed | 0 | 4 | 0 | 0 | 1853 | 0 | Unknown | 8 | 9 | 30 | 9.14 | 200 | 60.96 | 37.7 | 11.49 | https://historicbridges.org/georgia/cg1853bridge/little_cg1853bridge04567_small.jpg | https://historicbridges.org/georgia/cg1853bridge/little_cg1853bridge04567.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=georgia/cg1853bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.077290,-81.103610 | |||||||||||||||
| 4823 | ! | Causton Bluff Bridges | Islands Expressway Bridges | This pair of bascule bridges are similar in appearance, but not identical, and one has older girders which were moved and reused here. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal Variable Depth deck girder, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Unknown. | 32.062160 | -81.029880 | Islands Expressway | Wilmington River | Savannah | Chatham County, Georgia | Georgia | United States | Metal | Variable Depth | Deck | Girder | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Pre-Stressed Concrete | Stringer (Multi-Beam) | Fixed | 0 | 12 | 1963 | 1989 | Unknown | 6 | 7 | 150 | 45.72 | 803.8 | 245 | 28 | 8.53 | https://historicbridges.org/georgia/islandsexpressway/little_islandsexpressway04387_8_9_tonemapped_small.jpg | https://historicbridges.org/georgia/islandsexpressway/little_islandsexpressway04387_8_9_tonemapped.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=georgia/islandsexpressway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.062160,-81.029880 | |||||||||
| 4826 | Main Street Bridge | John T. Alsop Jr. Bridge | Designed with aesthetic appearance in mind, this is the largest vertical lift bridge in Florida. The technical description of the main or most noteworthy span of the bridge is a 365 ft (111.25 m) metal rivet-connected Polygonal Warren through truss, movable: vertical lift, Span Drive. The bridge was primarily built by Mount Vernon Bridge Company of Mount Vernon, Ohio. | 30.323040 | -81.658510 | Main Street (US-1) | St. Johns River | Jacksonville | Duval County, Florida | Florida | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Movable: Vertical Lift | Span Drive | 14 | 1 | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 9 | 16 | 1941 | 2015 | Mount Vernon Bridge Company of Mount Vernon, Ohio | 7 | 8 | 365 | 111.25 | 1680 | 512.06 | 42 | 12.8 | https://historicbridges.org/florida/mainstreetbridge/little_mainstreetbridge02251_small.jpg | https://historicbridges.org/florida/mainstreetbridge/little_mainstreetbridge02251.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/mainstreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.323040,-81.658510 | ||||||
| 4827 | Jacksonville Railroad Bridge | FEC Railroad Bridge | This is an outstanding example of a Strauss heel-trunnion bascule bridge and also includes a variety of truss and plate girder approach spans. The technical description of the main or most noteworthy span of the bridge is a 220 ft (67.06 m) metal rivet-connected Pratt through truss, movable: single leaf bascule, Heel Trunnion. The bridge was primarily built by Unknown. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. | 30.322260 | -81.665280 | Railroad (Florida East Coast) | St. Johns River | Jacksonville | Duval County, Florida | Florida | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Movable: Single Leaf Bascule | Heel Trunnion | 8 | 1 | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 8 | 26 | 1925 | 2014 | Unknown | Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois | 8 | 8 | 220 | 67.06 | 2456 | 748.59 | 0 | 0 | https://historicbridges.org/florida/jacksonvillerailroadbridge/little_jacksonvillerailroadbridge02483_4_5_tonemappedv_small.jpg | https://historicbridges.org/florida/jacksonvillerailroadbridge/little_jacksonvillerailroadbridge02483_4_5_tonemappedv.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/jacksonvillerailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.322260,-81.665280 | |||||
| 4828 | University Boulevard Bridge | This is an early and attractive looking example of a highway overpass that survives in an unaltered condition. The technical description of the main or most noteworthy span of the bridge is a 49 ft (14.94 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. | 30.327350 | -81.604420 | University Boulevard (FL-109) | Arlington Expressway (FL-10A) | Jacksonville | Duval County, Florida | Florida | United States | Concrete | T-Beam | Fixed | 0 | 4 | 0 | 0 | 1952 | 0 | Unknown | 3 | 5 | 49 | 14.94 | 196 | 59.74 | 55.8 | 17.01 | https://historicbridges.org/florida/universityboulevardbridge/main_small.jpg | https://historicbridges.org/florida/universityboulevardbridge/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/universityboulevardbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.327350,-81.604420 | |||||||||||||||||
| 4829 | Old Mulberry Bridge | One of the earliest works of the American Bridge Company, this bridge is noted for its unique half-bedstead approach spans. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. Special note about bridge location: This bridge is on property owned by Frito Lay. Approach from the south and ask permission to visit the bridge from someone at the buildings that come up on the left. | 35.156470 | -86.468760 | Quarter Road (Private) | Elk River | Rural | Lincoln County, Tennessee | Tennessee | United States | This bridge is on property owned by Frito Lay. Approach from the south and ask permission to visit the bridge from someone at the buildings that come up on the left. | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 10 | 1 | Metal | Pratt | Rivet-Connected | Bedstead | Truss | Fixed | 4 | 4 | 1901 | 0 | American Bridge Company of New York, New York | 9 | 9 | 170 | 51.82 | 0 | 0 | 0 | 0 | https://historicbridges.org/tennessee/oldmulberrybridge/little_oldmulberrybridge07283_small.jpg | https://historicbridges.org/tennessee/oldmulberrybridge/little_oldmulberrybridge07283.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/oldmulberrybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.156470,-86.468760 | |||||||
| 4830 | Little Norris Creek Bridge | This uncommon example of a steel stringer bridge with lattice railings serves a private driveway. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. Special note about bridge location: This is a private bridge but is visible from the public road. | 35.187300 | -86.541150 | Private Driveway | Little Norris Creek | Rural | Lincoln County, Tennessee | Tennessee | United States | This is a private bridge but is visible from the public road. | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | Unknown | 2 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/tennessee/littlenorriscreekbridge/little_littlenorriscreekbridge07543_small.jpg | https://historicbridges.org/tennessee/littlenorriscreekbridge/little_littlenorriscreekbridge07543.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/littlenorriscreekbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.187300,-86.541150 | ||||||||||||||||
| 4832 | Hobbs Bridge | This rare pin-connected Baltimore highway truss was bypassed and abandoned, with its approach spans removed. The technical description of the main or most noteworthy span of the bridge is a 199 ft (60.66 m) metal pin-connected Baltimore through truss, fixed. The bridge was primarily built by Unknown. | 35.099170 | -86.742690 | Curtis Road (J. D. Suggs Road) | Elk River | Rural | Lincoln County, Tennessee | Tennessee | United States | Metal | Baltimore | Pin-Connected | Through | Truss | Fixed | 10 | 1 | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 3 | 2 | 1891 | 0 | Unknown | 8 | 9 | 199 | 60.66 | 303.5 | 92.51 | 0 | 0 | https://historicbridges.org/tennessee/hobbsbridge/little_hobbsbridge07586_7_8_tonemappedv_small.jpg | https://historicbridges.org/tennessee/hobbsbridge/little_hobbsbridge07586_7_8_tonemappedv.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/hobbsbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.099170,-86.742690 | ||||||||
| 4833 | Paint Rock River Railroad Bridge | This is a traditional railroad through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 148 ft (45.11 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Virginia Bridge and Iron Company of Roanoke, Virginia. | 34.625960 | -86.306100 | Railroad (Norfolk Southern) | Paint Rock River | Rural | Jackson County, Alabama | Alabama | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | Metal | Deck | Girder | Fixed | 0 | 2 | 1914 | 0 | Virginia Bridge and Iron Company of Roanoke, Virginia | 6 | 6 | 148 | 45.11 | 300 | 91.44 | 0 | 0 | https://historicbridges.org/alabama/nspaintrockriverbridge/little_nspaintrockriverbridge07445_small.jpg | https://historicbridges.org/alabama/nspaintrockriverbridge/little_nspaintrockriverbridge07482.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/nspaintrockriverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.625960,-86.306100 | ||||||||||
| 4834 | Mentone Bridge | This is small but an attractive looking concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 34.570270 | -85.574510 | AL-117 | West Fork Little River | Mentone | DeKalb County, Alabama | Alabama | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 1 | Concrete | Slab | Fixed | 0 | 2 | 1928 | 0 | Unknown | 5 | 6 | 100 | 30.48 | 127 | 38.71 | 20 | 6.1 | https://historicbridges.org/alabama/mentone/little_mentone07496_7_8_tonemapped_small.jpg | https://historicbridges.org/alabama/mentone/little_mentone07496_7_8_tonemapped.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/mentone/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.570270,-85.574510 | ||||||||||||
| 4836 | Port Credit Railway Bridge | This bridge's extremely unusual design gives it a very high level of heritage significance. The technical description of the main or most noteworthy span of the bridge is a 173.3 ft (52.82 m) metal multiple-type-connected Inverted Bowstring deck truss, fixed. The bridge was primarily built by Canadian Bridge Company of Walkerville, Ontario. | 43.551560 | -79.591910 | Railroad (Go, Canadian National) | Credit River | Mississauga | Peel Region, Ontario | Ontario | Canada | Metal | Inverted Bowstring | Multiple-Type-Connected | Deck | Truss | Fixed | 10 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 0 | 1903 | 0 | Canadian Bridge Company of Walkerville, Ontario | 9 | 9 | 173.3 | 52.82 | 269.2 | 82.05 | 0 | 0 | https://historicbridges.org/ontario/portcredit/little_day1portcredit11429_small.jpg | https://historicbridges.org/ontario/portcredit/little_day1portcredit11429.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/portcredit/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.551560,-79.591910 | |||||||||||
| 4837 | Buffalo Valley Railway Bridge | Tennessee Central Caney Fork River Bridge | The swing span of this bridge was replaced in 1907, but the original approach spans from an earlier year remain. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown and Virginia Bridge and Iron Company of Roanoke, Virginia. | 36.137750 | -85.803120 | Railroad (Nashville and Eastern) | Caney Fork River | Buffalo Valley | Smith County, Tennessee and Putnam County, Tennessee | Tennessee | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 2 | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 3 | 0 | 1907 | Unknown and Virginia Bridge and Iron Company of Roanoke, Virginia | 7 | 8 | 150 | 45.72 | 640 | 195.07 | 0 | 0 | https://historicbridges.org/tennessee/buffalovalley/main_small.jpg | https://historicbridges.org/tennessee/buffalovalley/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/buffalovalley/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.137750,-85.803120 | |||||||
| 4840 | Barren Fork River Railroad Bridge | This is an uncommon example of a multi-span railroad pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 35.674970 | -85.777170 | Railroad (Caney Fork and Western) | Barren Fork River | McMinnville | Warren County, Tennessee | Tennessee | United States | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 9 | 2 | Metal | Deck | Girder | Fixed | 0 | 2 | 0 | 0 | Unknown | 7 | 7 | 120 | 36.58 | 380 | 115.82 | 0 | 0 | https://historicbridges.org/tennessee/barrenforkbridge/little_barrenforkbridge07182_small.jpg | https://historicbridges.org/tennessee/barrenforkbridge/little_barrenforkbridge07153.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/barrenforkbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.674970,-85.777170 | ||||||||||
| 4842 | Rock Island Railroad Bridge | This bridge is very old, has rare pin-connected Warren truss spans, and even more rare Kingpost approach spans! The technical description of the main or most noteworthy span of the bridge is a 210 ft (64.01 m) metal pin-connected Warren deck truss, fixed. The bridge was primarily built by Louisville Bridge and Iron Company of Louisville, Kentucky. | 35.804170 | -85.608680 | Railroad (Caney Fork and Western) | Caney Fork River | Rock Island | Warren County, Tennessee and White County, Tennessee | Tennessee | United States | Metal | Warren | Pin-Connected | Deck | Truss | Fixed | 7 | 4 | Metal | Kingpost | Pin-Connected | Deck | Truss | Fixed | 2 | 0 | 1872 | 1922 | Louisville Bridge and Iron Company of Louisville, Kentucky | 9 | 10 | 210 | 64.01 | 0 | 0 | 0 | 0 | https://historicbridges.org/tennessee/rockislandrailroadbridge/little_rockislandrailroadbridge06264_small.jpg | https://historicbridges.org/tennessee/rockislandrailroadbridge/little_rockislandrailroadbridge06264.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/rockislandrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.804170,-85.608680 | ||||||||
| 4843 | Bonny Oaks Drive Bridge | An increasingly rare example of an unusual truss design which is a hybrid of a Parker and K-truss. The technical description of the main or most noteworthy span of the bridge is a 162 ft (49.38 m) metal rivet-connected K-Parker through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Tennessee State Highway Department. | 35.080240 | -85.218310 | Bonny Oaks Drive (TN-17) | Chickamauga Creek | Chattanooga | Hamilton County, Tennessee | Tennessee | United States | Metal | K-Parker | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Concrete | T-Beam | Fixed | 0 | 6 | 1929 | 0 | Unknown | Tennessee State Highway Department | 7 | 7 | 162 | 49.38 | 420 | 128.02 | 40 | 12.19 | https://historicbridges.org/tennessee/bonnyoaksdrivebridge/little_bonnyoaksdrivebridge07027_small.jpg | https://historicbridges.org/tennessee/bonnyoaksdrivebridge/little_bonnyoaksdrivebridge07027.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/bonnyoaksdrivebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.080240,-85.218310 | ||||||||||
| 4844 | Wilkes T. Thrasher Bridge | This large bridge is significant for being built on top of a 1936 dam, and also for its use of rare steel rigid-frame spans. The technical description of the main or most noteworthy span of the bridge is a 192 ft (58.52 m) metal rigid-frame, fixed. The bridge was primarily built by Unknown. | 35.104780 | -85.229100 | TN-153 | Tennessee River (Chickamauga Dam) | Chattanooga | Hamilton County, Tennessee | Tennessee | United States | Metal | Rigid-Frame | Fixed | 0 | 18 | Metal | Deck | Stringer (Multi-Beam) | Fixed | 0 | 13 | 1954 | 1984 | Unknown | 5 | 6 | 192 | 58.52 | 3374 | 1028.4 | 59 | 17.98 | https://historicbridges.org/tennessee/wilkestthrasherbridge/little_wilkestthrasherbridge05597_small.jpg | https://historicbridges.org/tennessee/wilkestthrasherbridge/little_wilkestthrasherbridge05597.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/wilkestthrasherbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.104780,-85.229100 | |||||||||||||
| 4845 | Chickamauga Dam Access Road Bridge | North Channel Greenway Drive Bridge | This bridge serves an access road for the Chickamauga Dam, and was built at the same time as the dam. The technical description of the main or most noteworthy span of the bridge is a 94 ft (28.65 m) metal continuous Variable Depth deck girder, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is not open to the general public. | 35.107860 | -85.229970 | North Channel Greenway Drive (Chickamauga Dam Access Road) | North Chickamauga Creek | Chattanooga | Hamilton County, Tennessee | Tennessee | United States | This bridge is not open to the general public. | Metal | Variable Depth | Deck | Girder | Fixed | 0 | Continuous | 3 | 0 | 0 | 1940 | 0 | Unknown | 4 | 6 | 94 | 28.65 | 202 | 61.57 | 24 | 7.32 | https://historicbridges.org/tennessee/chickamaugacreekbridge/little_chickamaugacreekbridge07004_small.jpg | https://historicbridges.org/tennessee/chickamaugacreekbridge/little_chickamaugacreekbridge07004.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/chickamaugacreekbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.107860,-85.229970 | ||||||||||||
| 4846 | Five Points Norfolk Southern Railroad Bridge | This bridge retains a historic truss main span, but the approach spans have been replaced. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 35.067630 | -85.212430 | Railroad (Norfolk Southern) | South Chickamauga Creek | Chattanooga | Hamilton County, Tennessee | Tennessee | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 4 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 120 | 36.58 | 450 | 137.16 | 0 | 0 | https://historicbridges.org/tennessee/southchickamaugafivepointsbridges/little_southchickamaugafivepointsbridges05991_small.jpg | https://historicbridges.org/tennessee/southchickamaugafivepointsbridges/little_southchickamaugafivepointsbridges05991.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/southchickamaugafivepointsbridges/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.067630,-85.212430 | |||||||||||
| 4847 | Old Stone Fort Bridge | Relocated here many years ago, this bridge is notable for its builder and ornamental portal bracing. The technical description of the main or most noteworthy span of the bridge is a 101 ft (30.78 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Joliet Bridge and Iron Company of Joliet, Illinois. | 35.492280 | -86.104930 | Camp Ground Lane | Duck River | Manchester | Coffee County, Tennessee | Tennessee | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 1906 | 2009 | Joliet Bridge and Iron Company of Joliet, Illinois | 7 | 7 | 101 | 30.78 | 260.5 | 79.4 | 11.8 | 3.6 | https://historicbridges.org/tennessee/oldstonefortbridge/little_oldstonefortbridge06338_small.jpg | https://historicbridges.org/tennessee/oldstonefortbridge/little_oldstonefortbridge06338.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/oldstonefortbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.492280,-86.104930 | |||||||||||
| 4848 | Ellis Cove Road Bridge | This historic truss bridge was bypassed and abandoned, but sadly not before its owner had made a bunch of strange and unsightly alterations to the bridge. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 35.084270 | -85.742250 | Ellis Cove Road | Battle Creek | Rural | Marion County, Tennessee | Tennessee | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1891 | 1930 | King Bridge Company of Cleveland, Ohio | 7 | 7 | 110 | 33.53 | 130 | 39.62 | 12 | 3.66 | https://historicbridges.org/tennessee/elliscoveroadbridge/little_elliscoveroadbridge06972_small.jpg | https://historicbridges.org/tennessee/elliscoveroadbridge/little_elliscoveroadbridge06972.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/elliscoveroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.084270,-85.742250 | |||||||||||
| 4849 | Great Falls Dam Bridge | This steel stringer bridge with lattice railing was built as an integral part of a dam. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 35.801930 | -85.622060 | Great Falls Dam Road | Caney Fork River | Rural | Warren County, Tennessee and White County, Tennessee | Tennessee | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 27 | 0 | 0 | 1925 | 1931 | Unknown | 3 | 4 | 30 | 9.14 | 782.2 | 238.41 | 14.4 | 4.39 | https://historicbridges.org/tennessee/greatfallsdambridge/little_greatfallsdambridge06948_small.jpg | https://historicbridges.org/tennessee/greatfallsdambridge/little_greatfallsdambridge06948.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/greatfallsdambridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.801930,-85.622060 | |||||||||||||||||
| 4850 | US-17 St. Marys River Bridge | This bridge is not only an impressive and locally rare example of a highway truss swing bridge, it was built for an important travel corridor. The technical description of the main or most noteworthy span of the bridge is a 202 ft (61.57 m) metal rivet-connected Polygonal Warren through truss, movable: swing, Center Bearing Center Pier. The bridge was primarily built by Virginia Bridge and Iron Company of Roanoke, Virginia. | 30.741470 | -81.687950 | US-17 (Atlantic Coastal Highway) | St. Marys River | Rural | Nassau County, Florida and Camden County, Georgia | Florida and Georgia | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Movable: Swing | Center Bearing Center Pier | 12 | 1 | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 8 | 8 | 1927 | 2005 | Virginia Bridge and Iron Company of Roanoke, Virginia | 7 | 8 | 202 | 61.57 | 562 | 171.3 | 19.7 | 6 | https://historicbridges.org/florida/us17stmarysriver/little_us17stmarysriver01564_small.jpg | https://historicbridges.org/florida/us17stmarysriver/little_us17stmarysriver01564.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/us17stmarysriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.741470,-81.687950 | |||||||
| 4851 | Bridge of Lions | Matanzas River Highway Bridge | This well-known bascule bridge with its beautiful design and long approach system was rehabilitated with a focus on appearance and function. The technical description of the main or most noteworthy span of the bridge is a 135 ft (41.15 m) metal Variable Depth deck girder, movable: double leaf bascule, Rolling Lift. The bridge was primarily built by Virginia Bridge and Iron Company of Roanoke, Virginia. The bridge was primarily designed by John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois). | 29.892890 | -81.307390 | FL-A1A (Cathedral Place, Anastasia Boulevard) | Matanzas River (Atlantic Intracoastal Waterway) | St. Augustine | St. Johns County, Florida | Florida | United States | Metal | Variable Depth | Deck | Girder | Movable: Double Leaf Bascule | Rolling Lift | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | Cantilever | 23 | 1927 | 2010 | Virginia Bridge and Iron Company of Roanoke, Virginia | John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois) | 6 | 8 | 135 | 41.15 | 1545 | 470.92 | 25 | 7.62 | https://historicbridges.org/florida/bridgeoflions/little_bridgeoflions04012_3_4_tonemappedv_small.jpg | https://historicbridges.org/florida/bridgeoflions/little_bridgeoflions04012_3_4_tonemappedv.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/bridgeoflions/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.892890,-81.307390 | |||||||
| 4853 | Ortega River Bridge | This very small double leaf bascule span has a very long series of low-level approach spans. The technical description of the main or most noteworthy span of the bridge is a 78 ft (23.77 m) metal Variable Depth deck girder, movable: double leaf bascule, Rolling Lift. The bridge was primarily built by American Bascule Bridge Company of Pensacola, Florida and A. Bentley and Sons of Toledo, Ohio. The bridge was primarily designed by T. B. Carrick. | 30.280420 | -81.705480 | FL-211 (San Juan Avenue and Grand Avenue) | Ortega River (McGirts Creek) | Jacksonville | Duval County, Florida | Florida | United States | Metal | Variable Depth | Deck | Girder | Movable: Double Leaf Bascule | Rolling Lift | 0 | 1 | Concrete | Deck | Girder | Fixed | 0 | 26 | 1928 | 1996 | American Bascule Bridge Company of Pensacola, Florida and A. Bentley and Sons of Toledo, Ohio | T. B. Carrick | 6 | 7 | 78 | 23.77 | 1143 | 348.39 | 28 | 8.53 | https://historicbridges.org/florida/fl211ortegariverbridge/main_small.jpg | https://historicbridges.org/florida/fl211ortegariverbridge/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/fl211ortegariverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.280420,-81.705480 | |||||||||
| 4854 | Ortega River Railroad Bridge | This is a small plate girder rolling lift bascule span. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Unknown. | 30.273720 | -81.717130 | Railroad (CSX) | Ortega River (McGirts Creek) | Jacksonville | Duval County, Florida | Florida | United States | Metal | Deck | Girder | Movable: Single Leaf Bascule | Rolling Lift | 0 | 1 | 0 | 0 | 1927 | 0 | Unknown | 6 | 6 | 0 | 0 | 560 | 170.69 | 0 | 0 | https://historicbridges.org/florida/ortegariverrailroadbridge/little_ortegariverrailroadbridge01631_small.jpg | https://historicbridges.org/florida/ortegariverrailroadbridge/little_ortegariverrailroadbridge01631.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/ortegariverrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.273720,-81.717130 | |||||||||||||||
| 4855 | Amelia River Railroad Bridge | Seaboard Air Line Railway Bridge | This nice looking railroad through truss swing bridge is a rarity in the local area. The technical description of the main or most noteworthy span of the bridge is a 235 ft (71.63 m) metal rivet-connected Polygonal Warren through truss, movable: swing, Center Pier. The bridge was primarily built by Virginia Bridge and Iron Company of Roanoke, Virginia. | 30.628990 | -81.484270 | Railroad (First Coast Railroad) | Amelia River | Rural | Nassau County, Florida | Florida | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Movable: Swing | Center Pier | 0 | 1 | 0 | 0 | 1920 | 0 | Virginia Bridge and Iron Company of Roanoke, Virginia | 7 | 8 | 235 | 71.63 | 365 | 111.25 | 0 | 0 | https://historicbridges.org/florida/fcrdameliariverbridge/little_fcrdameliariverbridge03830_small.jpg | https://historicbridges.org/florida/fcrdameliariverbridge/little_fcrdameliariverbridge03830.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/fcrdameliariverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.628990,-81.484270 | ||||||||||||
| 4856 | St. Marys River Railroad Bridge | At a casual glance this may look like it only has fixed plate girder spans, but it does include a swing span. The technical description of the main or most noteworthy span of the bridge is a 144.5 ft (44.04 m) metal deck girder, movable: swing, Center Bearing Center Pier. The bridge was primarily built by Mount Vernon Bridge Company of Mount Vernon, Ohio and A. Bentley and Sons of Toledo, Ohio. | 30.741450 | -81.688550 | Railroad (First Coast Railroad) | St. Marys River | Rural | Nassau County, Florida and Camden County, Georgia | Florida and Georgia | United States | Metal | Deck | Girder | Movable: Swing | Center Bearing Center Pier | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 5 | 1926 | 0 | Mount Vernon Bridge Company of Mount Vernon, Ohio and A. Bentley and Sons of Toledo, Ohio | 6 | 6 | 144.5 | 44.04 | 450 | 137.16 | 0 | 0 | https://historicbridges.org/florida/stmarysriverrailroad/little_stmarysriverrailroad01626_small.jpg | https://historicbridges.org/florida/stmarysriverrailroad/little_stmarysriverrailroad01626.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/stmarysriverrailroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.741450,-81.688550 | |||||||||||
| 4857 | George Crady Bridge Fishing Pier | This swing bridge and its long approach system was bypassed and preserved as a fishing pier and pedestrian walkway. The technical description of the main or most noteworthy span of the bridge is a 174 ft (53.04 m) metal Variable Depth deck girder, movable: swing, Center Pier. The bridge was primarily built by Unknown. | 30.519610 | -81.450170 | Pedestrian Walkway (Abandoned Alignment of FL-A1A, Heckscher Drive) | Nassau Sound | Jacksonville | Duval County, Florida and Nassau County, Florida | Florida | United States | Metal | Variable Depth | Deck | Girder | Movable: Swing | Center Pier | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 81 | 1948 | 0 | Unknown | 4 | 5 | 174 | 53.04 | 3413 | 1040.28 | 24 | 7.32 | https://historicbridges.org/florida/georgecradybridgefishingpier/main_small.jpg | https://historicbridges.org/florida/georgecradybridgefishingpier/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/georgecradybridgefishingpier/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.519610,-81.450170 | |||||||||||
| 4858 | Beaufort Bridge | Richard V. Woods Memorial Bridge | A late but regionally uncommon example of a metal truss bridge, this swing bridge carries a lot of traffic. The technical description of the main or most noteworthy span of the bridge is a 248 ft (75.59 m) metal rivet-connected Pratt through truss, movable: swing, Center Pier. The bridge was primarily built by Unknown. | 32.427540 | -80.669110 | US-21 Business (Carteret Street, Sea Island Parkway) | Beaufort River | Beaufort | Beaufort County, South Carolina | South Carolina | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Movable: Swing | Center Pier | 0 | 1 | Pre-Stressed Concrete | Stringer (Multi-Beam) | Fixed | 0 | 36 | 1960 | 0 | Unknown | 5 | 7 | 248 | 75.59 | 2290 | 697.99 | 28 | 8.53 | https://historicbridges.org/southcarolina/us21beaufortsc/little_beaufortbridge04620_small.jpg | https://historicbridges.org/southcarolina/us21beaufortsc/little_beaufortbridge04620.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=southcarolina/us21beaufortsc/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.427540,-80.669110 | |||||||||
| 4864 | Tennessee River Railroad Bridge | Tennbridge | A good example of a vertical lift truss bridge for railroad use. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Polygonal Warren through truss, movable: vertical lift, Tower Drive. The bridge was primarily built by Unknown. | 35.104470 | -85.233320 | Railroad (Norfolk Southern, Cincinnati Southern) | Tennessee River | Chattanooga | Hamilton County, Tennessee | Tennessee | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Movable: Vertical Lift | Tower Drive | 10 | 1 | Metal | Deck | Girder | Fixed | 0 | 14 | 1920 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/tennessee/tennesseeriver/little_tennbridge05920_small.jpg | https://historicbridges.org/tennessee/tennesseeriver/little_tennbridge05920.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/tennesseeriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.104470,-85.233320 | ||||||||
| 4866 | Pearl City Bridge | This abandoned bridge contrasts common forms of historic truss bridges. The technical description of the main or most noteworthy span of the bridge is a 185 ft (56.39 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by Unknown. | 35.137790 | -86.695070 | Dyer Road | Elk River | Rural | Lincoln County, Tennessee | Tennessee | United States | Metal | Camelback | Pin-Connected | Through | Truss | Fixed | 9 | 1 | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 0 | 1 | 1919 | 0 | Unknown | 7 | 8 | 185 | 56.39 | 250 | 76.2 | 0 | 0 | https://historicbridges.org/tennessee/pearlcitybridge/little_pearlcitybridge07194_small.jpg | https://historicbridges.org/tennessee/pearlcitybridge/little_pearlcitybridge07194.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/pearlcitybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.137790,-86.695070 | ||||||||
| 4868 | Henderson Drive Railroad Overpass | 21st Street Underpass | This railroad overpass has some aesthetic design to it. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) concrete slab, fixed. The bridge was primarily built by Unknown. | 41.452152 | -82.162206 | Railroad (Baltimore and Ohio) | Henderson Drive (OH-611) | Lorain | Lorain County, Ohio | Ohio | United States | Concrete | Slab | Fixed | 0 | 1 | 0 | 0 | 1939 | 0 | Unknown | 1 | 2 | 45 | 13.72 | 65 | 19.81 | 0 | 0 | https://historicbridges.org/ohio/lorain21ststreetunderpass/main_small.jpg | https://historicbridges.org/ohio/lorain21ststreetunderpass/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/lorain21ststreetunderpass/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.452152,-82.162206 | ||||||||||||||||
| 4870 | West Liberty Bridge | This bridge shows evidence that it may have been relocated here from a more urban location long ago. The technical description of the main or most noteworthy span of the bridge is a 88 ft (26.82 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 40.374030 | -82.887090 | CR-225 (Liberty East Road) | Alum Creek | Rural | Morrow County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1876 | 1942 | Wrought Iron Bridge Company of Canton, Ohio | 8 | 8 | 88 | 26.82 | 90 | 27.43 | 18 | 5.49 | https://historicbridges.org/ohio/morrowcr225/little_morrowcr2250649_50_51_tonemapped_small.jpg | https://historicbridges.org/ohio/morrowcr225/little_morrowcr2250649_50_51_tonemapped.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/morrowcr225/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.374030,-82.887090 | ||||||||||||||
| 4873 | Poplar Neck Road Bridge | This is an unusual non-standard bridge with attractive railings. The technical description of the main or most noteworthy span of the bridge is a concrete deck girder, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is privately owned. | 40.306110 | -75.911740 | Poplar Neck Road | Railroad (Norfolk Southern) | Rural | Berks County, Pennsylvania | Pennsylvania | United States | This bridge is privately owned. | Concrete | Deck | Girder | Fixed | 0 | 3 | 0 | 0 | 1914 | 0 | Unknown | 4 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/poplarneckrdrrconcrete/little_elaine_poplarneckrdrrconcrete001_small.jpg | https://historicbridges.org/pennsylvania/poplarneckrdrrconcrete/little_elaine_poplarneckrdrrconcrete001.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/poplarneckrdrrconcrete/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.306110,-75.911740 | |||||||||||||||
| 4874 | Viaduct Avenue Railroad Overpass | This is a narrow stone arch overpass. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 40.002570 | -75.707670 | Railroad (Pennsylvania Railroad) | Viaduct Avenue | Downingtown | Chester County, Pennsylvania | Pennsylvania | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 2 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/viaductave/little_elaine_viaductave002_small.jpg | https://historicbridges.org/pennsylvania/viaductave/little_elaine_viaductave002.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/viaductave/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.002570,-75.707670 | |||||||||||||||
| 4876 | Eddy Road Railroad Overpass | One of several surviving rare steel plate girder arch overpasses in East Cleveland, all built by the noteworthy King Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 66 ft (20.12 m) metal three-hinged deck arch, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. The bridge was primarily designed by A. J. Hines. | 41.526730 | -81.589130 | Railroad (Norfolk Southern and RTA Rapid Transit) | Eddy Road | East Cleveland | Cuyahoga County, Ohio | Ohio | United States | Metal | Three-Hinged | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1912 | 0 | King Bridge Company of Cleveland, Ohio | A. J. Hines | 6 | 6 | 66 | 20.12 | 74 | 22.56 | 0 | 0 | https://historicbridges.org/ohio/eastclevelandeddyroad/little_day8eastclevelandeddyroad1345_small.jpg | https://historicbridges.org/ohio/eastclevelandeddyroad/little_day8eastclevelandeddyroad1345.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/eastclevelandeddyroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.526730,-81.589130 | ||||||||||||||
| 4877 | Elsinore Avenue Railroad Overpass | One of several surviving rare steel plate girder arch overpasses in East Cleveland, all built by the noteworthy King Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 43 ft (13.11 m) metal three-hinged deck arch, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. The bridge was primarily designed by A. J. Hines. | 41.529170 | -81.586720 | Railroad (Norfolk Southern and RTA Rapid Transit) | Elsinore Avenue | East Cleveland | Cuyahoga County, Ohio | Ohio | United States | Metal | Three-Hinged | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1912 | 0 | King Bridge Company of Cleveland, Ohio | A. J. Hines | 6 | 6 | 43 | 13.11 | 44 | 13.41 | 0 | 0 | https://historicbridges.org/ohio/eastclevelandelsinore/little_day8eastclevelandelsinore1219_20_21_fused_small.jpg | https://historicbridges.org/ohio/eastclevelandelsinore/little_day8eastclevelandelsinore1219_20_21_fused.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/eastclevelandelsinore/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.529170,-81.586720 | ||||||||||||||
| 4878 | Coit Avenue Railroad Overpass | One of several surviving rare steel plate girder arch overpasses in East Cleveland, all built by the noteworthy King Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 62 ft (18.9 m) metal three-hinged deck arch, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. The bridge was primarily designed by A. J. Hines. | 41.541650 | -81.574540 | Railroad (Norfolk Southern and RTA Rapid Transit) | Coit Avenue | East Cleveland | Cuyahoga County, Ohio | Ohio | United States | Metal | Three-Hinged | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1912 | 0 | King Bridge Company of Cleveland, Ohio | A. J. Hines | 6 | 6 | 62 | 18.9 | 64 | 19.51 | 0 | 0 | https://historicbridges.org/ohio/eastclevelandcoitavenue/little_day8eastclevelandcoitavenue1447_8_9_tonemapped_small.jpg | https://historicbridges.org/ohio/eastclevelandcoitavenue/little_day8eastclevelandcoitavenue1447_8_9_tonemapped.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/eastclevelandcoitavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.541650,-81.574540 | ||||||||||||||
| 4879 | Collamer Avenue Railroad Overpass | One of several surviving rare steel plate girder arch overpasses in East Cleveland, all built by the noteworthy King Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 54 ft (16.46 m) metal three-hinged deck arch, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. The bridge was primarily designed by A. J. Hines. | 41.543220 | -81.573010 | Railroad (Norfolk Southern and RTA Rapid Transit) | Collamer Avenue | East Cleveland | Cuyahoga County, Ohio | Ohio | United States | Metal | Three-Hinged | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1912 | 0 | King Bridge Company of Cleveland, Ohio | A. J. Hines | 6 | 6 | 54 | 16.46 | 59 | 17.98 | 0 | 0 | https://historicbridges.org/ohio/eastclevelandcollameravenue/little_day8eastclevelandcollameravenue1405_6_7_tonemappede_small.jpg | https://historicbridges.org/ohio/eastclevelandcollameravenue/little_day8eastclevelandcollameravenue1405_6_7_tonemappede.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/eastclevelandcollameravenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.543220,-81.573010 | ||||||||||||||
| 4880 | Doan Avenue Railroad Overpass | One of several surviving rare steel plate girder arch overpasses in East Cleveland, all built by the noteworthy King Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) metal three-hinged deck arch, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. The bridge was primarily designed by A. J. Hines. Special note about bridge location: Watch out for Red Light Cameras if you visit these bridges! Several were observed in this area! | 41.532330 | -81.583630 | Railroad (Norfolk Southern and RTA Rapid Transit) | Doan Avenue | East Cleveland | Cuyahoga County, Ohio | Ohio | United States | Watch out for Red Light Cameras if you visit these bridges! Several were observed in this area! | Metal | Three-Hinged | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1912 | 0 | King Bridge Company of Cleveland, Ohio | A. J. Hines | 6 | 6 | 65 | 19.81 | 69 | 21.03 | 0 | 0 | https://historicbridges.org/ohio/eastclevelanddoanavenue/little_day8eastclevelanddoanavenue1348_49_50_fused_small.jpg | https://historicbridges.org/ohio/eastclevelanddoanavenue/little_day8eastclevelanddoanavenue1348_49_50_fused.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/eastclevelanddoanavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.532330,-81.583630 | |||||||||||||
| 4881 | Holyoke Avenue Railroad Overpass | One of several surviving rare steel plate girder arch overpasses in East Cleveland, all built by the noteworthy King Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) metal three-hinged deck arch, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. The bridge was primarily designed by A. J. Hines. | 41.528450 | -81.587430 | Railroad (Norfolk Southern and RTA Rapid Transit) | Holyoke Avenue | East Cleveland | Cuyahoga County, Ohio | Ohio | United States | Metal | Three-Hinged | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1912 | 0 | King Bridge Company of Cleveland, Ohio | A. J. Hines | 6 | 6 | 45 | 13.72 | 46 | 14.02 | 0 | 0 | https://historicbridges.org/ohio/eastclevelandholyokeavenue/little_day8eastclevelandholyokeavenue1159_60_61_fused_small.jpg | https://historicbridges.org/ohio/eastclevelandholyokeavenue/little_day8eastclevelandholyokeavenue1159_60_61_fused.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/eastclevelandholyokeavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.528450,-81.587430 | ||||||||||||||
| 4882 | Lakefront Avenue Railroad Overpass | One of several surviving rare steel plate girder arch overpasses in East Cleveland, all built by the noteworthy King Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 52.2 ft (15.91 m) metal three-hinged deck arch, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. The bridge was primarily designed by A. J. Hines. | 41.527830 | -81.588040 | Railroad (Norfolk Southern and RTA Rapid Transit) | Lakefront Avenue | East Cleveland | Cuyahoga County, Ohio | Ohio | United States | Metal | Three-Hinged | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1911 | 0 | King Bridge Company of Cleveland, Ohio | A. J. Hines | 6 | 6 | 52.2 | 15.91 | 53.2 | 16.22 | 0 | 0 | https://historicbridges.org/ohio/eastclevelandlakefrontavenue/little_day8eastclevelandlakefrontavenue1097_8_9_fused_small.jpg | https://historicbridges.org/ohio/eastclevelandlakefrontavenue/little_day8eastclevelandlakefrontavenue1097_8_9_fused.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/eastclevelandlakefrontavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.527830,-81.588040 | ||||||||||||||
| 4883 | Hayden Avenue Railroad Overpass | Eddy Road Railroad Overpass | One of a couple concrete arch railroad overpasses in this neighborhood. The technical description of the main or most noteworthy span of the bridge is a 78 ft (23.77 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 41.527730 | -81.591220 | Railroad (Conrail) | Hayden Avenue (Eddy Road) | East Cleveland | Cuyahoga County, Ohio | Ohio | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1910 | 0 | Unknown | 5 | 5 | 78 | 23.77 | 145 | 44.2 | 0 | 0 | https://historicbridges.org/ohio/eastclevelandeddyroadconcrete/little_day8eastclevelandeddyroadconcrete1263_small.jpg | https://historicbridges.org/ohio/eastclevelandeddyroadconcrete/little_day8eastclevelandeddyroadconcrete1263.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/eastclevelandeddyroadconcrete/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.527730,-81.591220 | ||||||||||||||
| 4884 | Lakefront Avenue Railroad Overpass | One of a couple concrete arch railroad overpasses in this neighborhood. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 41.529650 | -81.591180 | Railroad (Conrail) | Lakefront Avenue | East Cleveland | Cuyahoga County, Ohio | Ohio | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1910 | 0 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/eastclevelandlakefrontavenueconcrete/little_day8eastclevelandlakefrontavenueconcrete1083_small.jpg | https://historicbridges.org/ohio/eastclevelandlakefrontavenueconcrete/little_day8eastclevelandlakefrontavenueconcrete1083.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/eastclevelandlakefrontavenueconcrete/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.529650,-81.591180 | |||||||||||||||
| 4885 | Lake Avenue Railroad Overpass | This bridge has a unique cast iron encasement that makes it one of the most beautiful existing examples of cast iron ornamentation on a bridge. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. | 41.484542 | -81.744935 | Railroad (Amtrak) | Lake Avenue | Cleveland | Cuyahoga County, Ohio | Ohio | United States | Metal | Deck | Girder | Fixed | 0 | 3 | 0 | 0 | 1914 | 0 | Unknown | 9 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/lakeavenue/little_day8lakeavenue0870_small.jpg | https://historicbridges.org/ohio/lakeavenue/little_day8lakeavenue0870.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/lakeavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.484542,-81.744935 | ||||||||||||||||
| 4886 | Euclid Avenue Railroad Overpass | 55th Street Railroad Overpass | This plate girder was originally built with ornamental cast iron coping and cast iron encasement for the columns, but just one lonley cast iron column remains today. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. | 41.504335 | -81.651553 | Railroad (Conrail) | Euclid Avenue and 55th Street | Cleveland | Cuyahoga County, Ohio | Ohio | United States | Metal | Deck | Girder | Fixed | 0 | 5 | 0 | 0 | 1914 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/euclidavenue/little_day8euclidavenue1016_small.jpg | https://historicbridges.org/ohio/euclidavenue/little_day8euclidavenue1016.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/euclidavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.504335,-81.651553 | |||||||||||||||
| 4887 | Martin Luther King Jr. Drive Railroad Overpass | This railroad overpass has attractive railings as well as attractive riveted, curved details on the fascia girders. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. | 41.498887 | -81.606490 | Railroad (RTA Rapid Transit) | Martin Luther King Jr. Drive | Cleveland | Cuyahoga County, Ohio | Ohio | United States | Metal | Deck | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/mlkdrive/little_day8mlkdrive0197_small.jpg | https://historicbridges.org/ohio/mlkdrive/little_day8mlkdrive0197.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/mlkdrive/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.498887,-81.606490 | ||||||||||||||||
| 4888 | Vermilion Bridge | This is an increasingly rare example of a state standard design riveted through truss in Ohio. The technical description of the main or most noteworthy span of the bridge is a 240 ft (73.15 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Fort Pitt Bridge Works of Pittsburgh, Pennsylvania. The bridge was primarily designed by Ohio State Highway Department. | 41.422220 | -82.358290 | Liberty Avenue (US-6) | Vermilion River | Vermilion | Erie County, Ohio | Ohio | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1928 | 0 | Fort Pitt Bridge Works of Pittsburgh, Pennsylvania | Ohio State Highway Department | 6 | 6 | 240 | 73.15 | 246 | 74.98 | 35 | 10.67 | https://historicbridges.org/ohio/vermillion/little_day8vermillion0002_small.jpg | https://historicbridges.org/ohio/vermillion/little_day8vermillion0002.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/vermillion/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.422220,-82.358290 | |||||||||||||
| 4891 | John Bright Number 1 Iron Bridge | Havensport Road Bridge | This amazing bridge is the only known all-metal inverted bowstring through truss. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal pin-connected Inverted Bowstring through truss, fixed. The bridge was primarily built by Hocking Valley Bridge Works of Lancaster, Ohio. | 39.736460 | -82.584680 | Pedestrian Walkway | Fetters Run | Lancaster | Fairfield County, Ohio | Ohio | United States | Metal | Inverted Bowstring | Pin-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1884 | 0 | Hocking Valley Bridge Works of Lancaster, Ohio | 9 | 10 | 90 | 27.43 | 90 | 27.43 | 0 | 0 | https://historicbridges.org/ohio/johnbright/little_johnbright0906_7_8_tonemappedv_small.jpg | https://historicbridges.org/ohio/johnbright/little_johnbright0906_7_8_tonemappedv.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/johnbright/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.736460,-82.584680 | |||||||||||||
| 4893 | Blackhand Gorge Bridge | This unusual bridge may be the only one of its kind in the entire country! The technical description of the main or most noteworthy span of the bridge is a 43 ft (13.11 m) metal pin-connected A-Frame through truss, fixed. The bridge was primarily built by Unknown. | 40.059540 | -82.287420 | Abandoned Pedestrian Walkway | Claylick Creek | Rural | Licking County, Ohio | Ohio | United States | Metal | A-Frame | Pin-Connected | Through | Truss | Fixed | 3 | 1 | 0 | 0 | 1880 | 1983 | Unknown | 9 | 9 | 43 | 13.11 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/blackhandgorge/little_blackhandgorge1023_small.jpg | https://historicbridges.org/ohio/blackhandgorge/little_blackhandgorge1023.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/blackhandgorge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.059540,-82.287420 | ||||||||||||||
| 4894 | Rocky Fork Bridge | This rare and classic 1870s cast and wrought iron bowstring truss is long abandoned and needs to be relocated and preserved! The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 39.049150 | -83.491980 | Abandoned Springer Road | Ohio Brush Creek | Rural | Highland County, Ohio | Ohio | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Pony | Truss | Fixed | 10 | 1 | 0 | 0 | 0 | 0 | Wrought Iron Bridge Company of Canton, Ohio | 9 | 9 | 75 | 22.86 | 75 | 22.86 | 11 | 3.35 | https://historicbridges.org/ohio/highlandcountybowstring/little_highlandcountybowstring3659_60_61_tonemapped_small.jpg | https://historicbridges.org/ohio/highlandcountybowstring/little_highlandcountybowstring3659_60_61_tonemapped.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/highlandcountybowstring/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.049150,-83.491980 | ||||||||||||||
| 4895 | Lock One Park Bridge | Blackhoof Street Bridge | This incredible cast iron bowstring is among the oldest metal bridges in the country and documents the start of a bridge company that was always thinking outside the box. The technical description of the main or most noteworthy span of the bridge is a 57 ft (17.37 m) metal (cast iron) Bowstring pony truss, fixed. The bridge was primarily built by David H. Morrison (Columbia Bridge Works of Dayton, Ohio). | 40.435520 | -84.380810 | Pedestrian Walkway | Miami and Erie Canal | New Bremen | Auglaize County, Ohio | Ohio | United States | Metal (Cast Iron) | Bowstring | Pony | Truss | Fixed | 8 | 1 | 0 | 0 | 1864 | 1984 | David H. Morrison (Columbia Bridge Works of Dayton, Ohio) | 10 | 10 | 57 | 17.37 | 58.3 | 17.77 | 7.5 | 2.29 | https://historicbridges.org/ohio/newbremen/little_rick5139_small.jpg | https://historicbridges.org/ohio/newbremen/little_rick5139.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/newbremen/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.435520,-84.380810 | ||||||||||||||
| 4896 | Mallaham Bridge | This fascinating bridge is the only bowstring of this design by the Columbia Bridge Works, and it features the unusual design traits of its builder. The technical description of the main or most noteworthy span of the bridge is a 86 ft (26.21 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by David H. Morrison (Columbia Bridge Works of Dayton, Ohio). | 40.978480 | -83.990770 | TR-M-6 | Riley Creek | Rural | Putnam County, Ohio | Ohio | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Pony | Truss | Fixed | 7 | 1 | 0 | 0 | 1876 | 0 | David H. Morrison (Columbia Bridge Works of Dayton, Ohio) | 9 | 10 | 86 | 26.21 | 86 | 26.21 | 16 | 4.88 | https://historicbridges.org/ohio/mallaham/little_mallaham6012_small.jpg | https://historicbridges.org/ohio/mallaham/little_mallaham6012.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/mallaham/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.978480,-83.990770 | ||||||||||||||
| 4897 | Egypt Pike Bridge | New Holland Bridge | This is the least altered of only a few surviving examples of the exceedingly unusual bowstrings built by Champion Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 31 ft (9.45 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by Champion Bridge Company of Wilmington, Ohio. | 39.557880 | -83.259510 | Egypt Pike | Mud Run | New Holland | Pickaway County, Ohio | Ohio | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1876 | 1987 | Champion Bridge Company of Wilmington, Ohio | 9 | 10 | 31 | 9.45 | 31 | 9.45 | 0 | 0 | https://historicbridges.org/ohio/newholland/little_rick5464_small.jpg | https://historicbridges.org/ohio/newholland/little_rick5464.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/newholland/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.557880,-83.259510 | |||||||||||||
| 4898 | Old Town Creek Bridge - North | One of only three bowstrings surviving by this company, this bridge is in an interesting setting right next to a bowstring by a different builder! The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by Champion Bridge Company of Wilmington, Ohio. Special note about bridge location: This bridge and drive appear to be private property, but are next to a public park. | 39.722560 | -83.933530 | Private Driveway | Old Town Creek | Xenia | Greene County, Ohio | Ohio | United States | This bridge and drive appear to be private property, but are next to a public park. | Metal | Bowstring | Threaded Rod-Nut Connected | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Champion Bridge Company of Wilmington, Ohio | 9 | 9 | 60 | 18.29 | 60 | 18.29 | 0 | 0 | https://historicbridges.org/ohio/oldtownreservecountyparkchampion/little_rick5389_small.jpg | https://historicbridges.org/ohio/oldtownreservecountyparkchampion/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/oldtownreservecountyparkchampion/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.722560,-83.933530 | |||||||||||||
| 4899 | Old Town Creek Bridge - South | This rare bowstring truss bridge is in an interesting setting right next to an even more rare bowstring by a different builder! The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. Special note about bridge location: This bridge and drive appear to be private property, but are next to a public park. | 39.722480 | -83.933480 | Private Driveway | Old Town Creek | Xenia | Greene County, Ohio | Ohio | United States | This bridge and drive appear to be private property, but are next to a public park. | Metal | Bowstring | Threaded Rod-Nut Connected | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Wrought Iron Bridge Company of Canton, Ohio | 9 | 9 | 70 | 21.34 | 70 | 21.34 | 0 | 0 | https://historicbridges.org/ohio/oldtownreservecountyparkwibc/little_rick5429_small.jpg | https://historicbridges.org/ohio/oldtownreservecountyparkwibc/little_rick5429.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/oldtownreservecountyparkwibc/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.722480,-83.933480 | |||||||||||||
| 4900 | North Creek Bridge | TR-18A Bridge | This is an early and unaltered Columbia Bridge Works pony truss, and it has the unusual designs associated with the company. The technical description of the main or most noteworthy span of the bridge is a 38 ft (11.58 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Columbia Bridge Works of Dayton, Ohio. | 41.141770 | -84.218190 | TR-18A | North Powell Creek | North Creek | Putnam County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 8 | 1 | 0 | 0 | 0 | 0 | Columbia Bridge Works of Dayton, Ohio | 8 | 9 | 38 | 11.58 | 40 | 12.19 | 18 | 5.49 | https://historicbridges.org/ohio/road18a/little_road18a4630_small.jpg | https://historicbridges.org/ohio/road18a/little_road18a4630.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/road18a/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.141770,-84.218190 | |||||||||||||
| 4901 | Lofton Henderson Memorial Bridge | 21st Street Bridge | This bridge breaks away from traditional period designs and defines its own unique visual and structural design, unlike any other bridge. The technical description of the main or most noteworthy span of the bridge is a 390 ft (118.87 m) metal cantilever (arched) rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Wilbur J. Watson and Associates of Cleveland, Ohio. | 41.457490 | -82.160320 | Henderson Drive (OH-611) | Black River | Lorain | Lorain County, Ohio | Ohio | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 16 | Cantilever (Arched) | 6 | 0 | 0 | 1939 | 1989 | American Bridge Company of New York, New York | Wilbur J. Watson and Associates of Cleveland, Ohio | 8 | 9 | 390 | 118.87 | 1704 | 519.38 | 42 | 12.8 | https://historicbridges.org/ohio/lorainhendersonmemorialbridge/little_day8lorainhendersonmemorialbridge0393_small.jpg | https://historicbridges.org/ohio/lorainhendersonmemorialbridge/little_day8lorainhendersonmemorialbridge0393.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/lorainhendersonmemorialbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.457490,-82.160320 | |||||||||||
| 4903 | Bollman Bridge | An extremely rare cast iron bridge and one of the last surviving bridges that were designed by the famous Baltimore and Ohio Railroad Chief Engineer. The technical description of the main or most noteworthy span of the bridge is a 81 ft (24.69 m) metal (cast iron) pin-connected Warren through truss, fixed. The bridge was primarily built by Patapsco Bridge and Iron Works of Baltimore, Maryland. The bridge was primarily designed by Wendel Bollman of Baltimore, Maryland. | 39.818310 | -78.994640 | Railroad (Rail-Trail) | Scratch Hill Road | Glade City (Rural) | Somerset County, Pennsylvania | Pennsylvania | United States | Metal (Cast Iron) | Warren | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1871 | 2007 | Patapsco Bridge and Iron Works of Baltimore, Maryland | Wendel Bollman of Baltimore, Maryland | 9 | 10 | 81 | 24.69 | 81 | 24.69 | 13 | 3.96 | https://historicbridges.org/pennsylvania/bollman/little_day7bollmanbridge3668_small.jpg | https://historicbridges.org/pennsylvania/bollman/little_day7bollmanbridge3668.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bollman/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.818310,-78.994640 | |||||||||||||
| 4906 | Maust Bridge | Moser Road Bridge | This bridge features some of the most unusual bottom chord details ever encountered. The technical description of the main or most noteworthy span of the bridge is a 123 ft (37.49 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York and Walker Brothers of Charleston, West Virginia. | 39.776620 | -79.046260 | Moser Road (TR-353) | Casselman River | Rural | Somerset County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1900 | 0 | Groton Bridge Company of Groton, New York and Walker Brothers of Charleston, West Virginia | 7 | 8 | 123 | 37.49 | 130 | 39.62 | 10.2 | 3.11 | https://historicbridges.org/pennsylvania/moser/little_day7maustbridge1908_small.jpg | https://historicbridges.org/pennsylvania/moser/little_day7maustbridge1908.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/moser/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.776620,-79.046260 | |||||||||||||
| 4907 | Rockingham Bridge | Whispering Pines Road Bridge | An extremely rare example of the unusual designs that the Columbia Bridge Works employed. The technical description of the main or most noteworthy span of the bridge is a 51 ft (15.54 m) metal multiple-type-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Columbia Bridge Works of Dayton, Ohio. | 40.134380 | -78.814270 | Whispering Pines Road (TR-712) | Dark Shade Creek | Rural (Reitz) | Somerset County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Multiple-Type-Connected | Full-Slope Pony | Truss | Fixed | 8 | 1 | 0 | 0 | 1885 | 1967 | Columbia Bridge Works of Dayton, Ohio | 8 | 8 | 51 | 15.54 | 57 | 17.37 | 11.2 | 3.41 | https://historicbridges.org/pennsylvania/whisperingpines/little_day7whisperingpines1693_small.jpg | https://historicbridges.org/pennsylvania/whisperingpines/little_day7whisperingpines1693.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/whisperingpines/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.134380,-78.814270 | |||||||||||||
| 4908 | ! | Layton Bridge | This bridge is half deck and half through truss, but its setting and the tunnel next to it truly define what makes this bridge special. The technical description of the main or most noteworthy span of the bridge is a 181 ft (55.17 m) metal pin-connected Pratt combination (half-deck/through) truss, fixed. The bridge was primarily built by A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works). | 40.089430 | -79.730010 | Layton Road | Youghiogheny River | Near Layton | Fayette County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Combination (Half-Deck/Through) | Truss | Fixed | 7 | 2 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 15 | 1899 | 1984 | A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works) | 8 | 8 | 181 | 55.17 | 911 | 277.67 | 13 | 3.96 | https://historicbridges.org/pennsylvania/layton/swpenn071784_small.jpg | https://historicbridges.org/pennsylvania/layton/swpenn071784.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/layton/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.089430,-79.730010 | ||||||||||
| 4909 | Ohio Connecting Railroad Bridge | Brunot Island Railroad Bridge | Constructed with innovative methods, this is a very long bridge with a record-breaking rivet-connected truss span. The technical description of the main or most noteworthy span of the bridge is a 525 ft (160.02 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 40.463140 | -80.042520 | Railroad (Norfolk Southern) | Ohio River | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Pennsylvania | Rivet-Connected | Through | Truss | Fixed | 18 | 2 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 8 | 0 | 1915 | 0 | American Bridge Company of New York, New York | 8 | 8 | 525 | 160.02 | 4547.9 | 1386.2 | 0 | 0 | https://historicbridges.org/pennsylvania/brunotisland/little_day3ohioconnecting8157_small.jpg | https://historicbridges.org/pennsylvania/brunotisland/little_day3ohioconnecting8157.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/brunotisland/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.463140,-80.042520 | |||||||
| 4912 | George Westinghouse Bridge | This enormous and famous bridge had the longest concrete arch span in the world when first built. The technical description of the main or most noteworthy span of the bridge is a 460 ft (140.21 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Booth and Flinn Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Allegheny County Department of Public Works. | 40.392780 | -79.836400 | US-30 (Historic Lincoln Highway) | Turtle Creek, Railroad, Tri Boro Expressway, and Braddock Avenue | East Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 5 | 0 | 0 | 1931 | 1983 | Booth and Flinn Company of Pittsburgh, Pennsylvania | Allegheny County Department of Public Works | 9 | 9 | 460 | 140.21 | 1524 | 464.52 | 48 | 14.63 | https://historicbridges.org/pennsylvania/westinghouse/little_day2westinghouse9601_small.jpg | https://historicbridges.org/pennsylvania/westinghouse/little_day2westinghouse9601.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/westinghouse/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.392780,-79.836400 | ||||||||||||||
| 4914 | CR-21 Bridge | Many locals appear to be unaware that this is a rare, early and noteworthy example of an iron Whipple truss bridge. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. | 40.351200 | -83.938510 | CR-21 | Great Miami River | Rural | Logan County, Ohio | Ohio | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1882 | 1997 | Massillon Bridge Company of Massillon, Ohio | 8 | 8 | 140 | 42.67 | 143 | 43.59 | 16 | 4.88 | https://historicbridges.org/ohio/cr21logancounty/little_cr21logancounty6777_small.jpg | https://historicbridges.org/ohio/cr21logancounty/little_cr21logancounty6777.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/cr21logancounty/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.351200,-83.938510 | ||||||||||||||
| 4915 | Brilliant Suspension Bridge | Doukhobor Suspension Bridge | This former highway bridge was bypassed by a newer bridge many years ago and more recently has been rehabilitated for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 331 ft (100.89 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by Local Doukhobor Workers. The bridge was primarily designed by Cartwright, Matheson, and Company of Vancouver, British Columbia. Special note about bridge location: Note: If approaching this bridge from the south, note that it may look like the trail is fenced off, but it is actually a gate that is left unlocked for the public. A sign simply asks visitors to close the gate behind them. | 49.317330 | -117.629570 | Brilliant Road (Pedestrian Walkway) | Kootenay River | Brilliant | Central Kootenay District, British Columbia | British Columbia | Canada | Note: If approaching this bridge from the south, note that it may look like the trail is fenced off, but it is actually a gate that is left unlocked for the public. A sign simply asks visitors to close the gate behind them. | Metal | Pony Truss Stiffening | Wire Cable | Suspension | Fixed | 28 | 1 | 0 | 0 | 1913 | 2010 | Local Doukhobor Workers | Cartwright, Matheson, and Company of Vancouver, British Columbia | 8 | 8 | 331 | 100.89 | 0 | 0 | 16 | 4.88 | https://historicbridges.org/britishcolumbia/brilliantsuspensionbridge/little_brilliantsuspensionbridge1870_small.jpg | https://historicbridges.org/britishcolumbia/brilliantsuspensionbridge/little_brilliantsuspensionbridge1776.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/brilliantsuspensionbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.317330,-117.629570 | ||||||||||||
| 4916 | Rattlesnake Creek Driveway Bridge | Cairo Driveway Bridge | This small bridge is noteworthy because it is known who built it, and the builder is one whose bridge work is not well documented. The technical description of the main or most noteworthy span of the bridge is a 17.8 ft (5.43 m) metal stringer (multi-beam), fixed. The bridge was primarily built by East Iron and Machine Company of Lima, Ohio. Special note about bridge location: This bridge is on a private driveway, but can be seen from the adjacent public road. | 40.829790 | -84.092130 | Private Driveway | Rattlesnake Creek | Cairo | Allen County, Ohio | Ohio | United States | This bridge is on a private driveway, but can be seen from the adjacent public road. | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | East Iron and Machine Company of Lima, Ohio | 3 | 4 | 17.8 | 5.43 | 25 | 7.62 | 0 | 0 | https://historicbridges.org/ohio/cairo/little_bonus16878_small.jpg | https://historicbridges.org/ohio/cairo/little_bonus16878.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/cairo/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.829790,-84.092130 | |||||||||||||||
| 4918 | Mill Road Bridge | Featuring the unusual pipe-based portal bracing associated with its builder, this rare Whipple truss is preserved for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 132 ft (40.23 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. | 40.108460 | -84.500270 | Mill Road (TR-385) | Greenville Creek | Gettysburg | Darke County, Ohio | Ohio | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 11 | 1 | 0 | 0 | 1881 | 1997 | Massillon Bridge Company of Massillon, Ohio | 8 | 8 | 132 | 40.23 | 137 | 41.76 | 16 | 4.88 | https://historicbridges.org/ohio/gettysburg/little_gettysburg6534_small.jpg | https://historicbridges.org/ohio/gettysburg/little_gettysburg6534.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/gettysburg/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.108460,-84.500270 | ||||||||||||||
| 4919 | Gilboa Bridge | This classic Wrought Iron Bridge Company through truss has been preserved in place for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 136 ft (41.45 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 41.016220 | -83.922190 | CR-13 | Blanchard River | Gilboa | Putnam County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1886 | 1972 | Wrought Iron Bridge Company of Canton, Ohio | 7 | 7 | 136 | 41.45 | 139 | 42.37 | 16 | 4.88 | https://historicbridges.org/ohio/gilboa/little_gilboa6388_small.jpg | https://historicbridges.org/ohio/gilboa/little_gilboa6388.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/gilboa/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.016220,-83.922190 | ||||||||||||||
| 4920 | Fulton Farms Bridge | This cast and wrought iron bridge appears to be one of the oldest surviving Pratt truss bridges built by this bridge company. The technical description of the main or most noteworthy span of the bridge is a 84 ft (25.6 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Columbia Bridge Works of Dayton, Ohio. Special note about bridge location: Signs at this bridge indicate it is today private property. | 39.985290 | -84.161450 | Ebberts Road | Lost Creek | Rural | Miami County, Ohio | Ohio | United States | Signs at this bridge indicate it is today private property. | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 0 | 0 | Columbia Bridge Works of Dayton, Ohio | 8 | 9 | 84 | 25.6 | 84 | 25.6 | 16 | 4.88 | https://historicbridges.org/ohio/fultonfarms/little_fultonfarms6576_7_8_fused_small.jpg | https://historicbridges.org/ohio/fultonfarms/little_fultonfarms6576_7_8_fused.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/fultonfarms/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.985290,-84.161450 | |||||||||||||
| 4921 | Fisher Road Bridge | This abandoned bridge is an unusual variable depth concrete girder, and appears to be unlike any surviving concrete girder bridge in Ohio. The technical description of the main or most noteworthy span of the bridge is a 42 ft (12.8 m) concrete continuous through girder, fixed. The bridge was primarily built by Unknown. | 40.777880 | -83.975550 | Fisher Road | Ottawa River | Rural | Allen County, Ohio | Ohio | United States | Concrete | Through | Girder | Fixed | 0 | Continuous | 2 | 0 | 0 | 1924 | 0 | Unknown | 6 | 6 | 42 | 12.8 | 89 | 27.13 | 18 | 5.49 | https://historicbridges.org/ohio/fisherroad/little_fisherroad6617_8_9_tonemappedv_small.jpg | https://historicbridges.org/ohio/fisherroad/little_fisherroad6617_8_9_tonemappedv.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/fisherroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.777880,-83.975550 | |||||||||||||||
| 4932 | Russells Point Bridge | Sandy Beach Amusement Park Bridge | This highly unusual pedestrian truss bridge is a remnant of a long-lost amusement park. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal continuous (arched) rivet-connected pony truss, fixed. The bridge was primarily built by Unknown. | 40.472990 | -83.894520 | Pedestrian Walkway | Indian Lake Harbor | Russells Point | Logan County, Ohio | Ohio | United States | Metal | Rivet-Connected | Pony | Truss | Fixed | 0 | Continuous (Arched) | 3 | 0 | 0 | 1924 | 2014 | Unknown | 7 | 7 | 100 | 30.48 | 175 | 53.34 | 0 | 0 | https://historicbridges.org/ohio/russellspoint/little_russellspoint4476_small.jpg | https://historicbridges.org/ohio/russellspoint/little_russellspoint4476.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/russellspoint/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.472990,-83.894520 | |||||||||||||
| 4934 | Muchinippi Creek Bridge | This abandoned and deteriorated truss bridge is collapsing under the weight of a heavy concrete deck. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. | 40.560760 | -83.952110 | Abandoned Farm Access | Muchinippi Creek | Near New Hampshire | Auglaize County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 0 | Canton Bridge Company of Canton, Ohio | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/muchinippi/little_bonus26832_small.jpg | https://historicbridges.org/ohio/muchinippi/little_bonus26832.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/muchinippi/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.560760,-83.952110 | ||||||||||||||
| 4935 | Waco Suspension Bridge | Bridge Street Bridge | Mostly rebuilt in 1914, retaining a few portions of the previous 1870 bridge, this magnificent structure is a preserved Waco landmark and an important historic bridge. The technical description of the main or most noteworthy span of the bridge is a 475 ft (144.78 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by John A. Roebling Sons Company of Trenton, New Jersey. The bridge was primarily designed by Thomas M. Griffith. | 31.562560 | -97.126940 | Bridge Street | Brazos River | Waco | McLennan County, Texas | Texas | United States | Metal | Pony Truss Stiffening | Wire Cable | Suspension | Fixed | 0 | 1 | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 1870 | 1914 | John A. Roebling Sons Company of Trenton, New Jersey | Thomas M. Griffith | 8 | 9 | 475 | 144.78 | 0 | 0 | 18 | 5.49 | https://historicbridges.org/texas/waco/little_PICT9456_small.jpg | https://historicbridges.org/texas/waco/little_PICT9456.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/waco/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.562560,-97.126940 | |||||||
| 4936 | US-62 Cumberland River Bridge | This bridge is an example of a rare variation of a cantilever truss noted for its arch-like shape. The technical description of the main or most noteworthy span of the bridge is a 350 ft (106.68 m) metal cantilever (arched) rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 37.030330 | -88.226970 | US-62 | Cumberland River | Grand Rivers | Livingston County, Kentucky and Lyon County, Kentucky | Kentucky | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 14 | Cantilever (Arched) | 3 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 9 | 1952 | 0 | Unknown | 7 | 7 | 350 | 106.68 | 1467 | 447.14 | 25 | 7.62 | https://historicbridges.org/kentucky/us62cumberlandriver/little_us62cumberlandriver3927_small.jpg | https://historicbridges.org/kentucky/us62cumberlandriver/little_us62cumberlandriver3927.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/us62cumberlandriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.030330,-88.226970 | ||||||||||
| 4937 | Old OH-12 Bridge | This is a traditional concrete arch bridge that is in a rural location and is unaltered. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Swisher - Fosnaugh. | 40.860870 | -84.192870 | Old OH-12 | Ottawa River | Rural | Putnam County, Ohio | Ohio | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1932 | 0 | Swisher - Fosnaugh | 6 | 6 | 70 | 21.34 | 230 | 70.1 | 24 | 7.32 | https://historicbridges.org/ohio/oldoh12/little_oldoh125621_small.jpg | https://historicbridges.org/ohio/oldoh12/little_oldoh125621.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/oldoh12/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.860870,-84.192870 | |||||||||||||||
| 4938 | Covington Railroad Bridge | Buried in the woods is this rare skewed stone arch bridge and has a large span length among stone arch bridges in Ohio. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 40.122100 | -84.360890 | Railroad (Abandoned Pennsylvania Railroad) | Stillwater River | Covington | Miami County, Ohio | Ohio | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1906 | 0 | Unknown | 7 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/covington/little_covington6812_3_4_fused_small.jpg | https://historicbridges.org/ohio/covington/little_covington6812_3_4_fused.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/covington/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.122100,-84.360890 | |||||||||||||||
| 4939 | Ariel-Foundation Park Bridge | Mill Road Wakatomika Creek Bridge | Relocated and preserved, this is one of the only bowstrings by this builder that uses Phoenix columns instead of keystone-style columns. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 40.387590 | -82.498560 | Pedestrian Walkway | Park Lagoon | Mt. Vernon | Knox County, Ohio | Ohio | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 1876 | 0 | Wrought Iron Bridge Company of Canton, Ohio | 9 | 9 | 90 | 27.43 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/mtvernonbowstring/little_arielfoundationpark_bowstring0793_small.jpg | https://historicbridges.org/ohio/mtvernonbowstring/little_arielfoundationpark_bowstring0793.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/mtvernonbowstring/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.387590,-82.498560 | |||||||||||||
| 4940 | Klump Road Bridge | Old Town Creek Preserve Bridge | This relocated and preserved bridge is a rare surviving example of a bridge built by this builder. The technical description of the main or most noteworthy span of the bridge is a 78 ft (23.77 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Motherwell Iron and Steel Company of Logan, Ohio. | 39.540630 | -82.391980 | Pedestrian Walkway | Oldtown Creek | Logan | Hocking County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1888 | 2006 | Motherwell Iron and Steel Company of Logan, Ohio | 7 | 7 | 78 | 23.77 | 82 | 24.99 | 11.5 | 3.51 | https://historicbridges.org/ohio/logan/little_100canon0251_small.jpg | https://historicbridges.org/ohio/logan/little_100canon0251.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/logan/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.540630,-82.391980 | |||||||||||||
| 4943 | Rushville Bridge | This is a small deck truss bridge that is hard to photograph. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. | 39.763900 | -82.439720 | CR-77 (Rushville Road) | Little Rush Creek and Railroad (Conrail) | Near Rushville | Fairfield County, Ohio | Ohio | United States | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 11 | 1 | Concrete | T-Beam | Fixed | 0 | 1 | 1928 | 1989 | Unknown | 6 | 6 | 100 | 30.48 | 150 | 45.72 | 27 | 8.23 | https://historicbridges.org/ohio/rushville1/little_rushville10184_small.jpg | https://historicbridges.org/ohio/rushville1/little_rushville10184.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/rushville1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.763900,-82.439720 | |||||||||||
| 4944 | Blue Creek Road Driveway Bridge | This is an unusual plate girder bridge noted for its curved top chord. The technical description of the main or most noteworthy span of the bridge is a metal curved chord through girder, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is located on a private driveway but is viewable from the nearby public road. | 38.782370 | -83.322370 | Private Driveway | South Fork Scioto Brush Creek | Rural | Adams County, Ohio | Ohio | United States | This bridge is located on a private driveway but is viewable from the nearby public road. | Metal | Curved Chord Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/bluecreek/little_bluecreek3973_small.jpg | https://historicbridges.org/ohio/bluecreek/little_bluecreek3973.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/bluecreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.782370,-83.322370 | |||||||||||||||
| 4948 | Higginsport Bridge | This abandoned and overgrown bridge is an excellent example of a Whipple truss built by a notable Ohio company. The technical description of the main or most noteworthy span of the bridge is a 176 ft (53.64 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Smith Bridge Company of Toledo, Ohio. | 38.793530 | -83.953790 | Big Run Road | White Oak Creek | Higginsport | Brown County, Ohio | Ohio | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 12 | 1 | 0 | 0 | 0 | 0 | Smith Bridge Company of Toledo, Ohio | 8 | 8 | 176 | 53.64 | 176 | 53.64 | 16 | 4.88 | https://historicbridges.org/ohio/higginsport/little_higginsport3730_1_2_tonemappedv_small.jpg | https://historicbridges.org/ohio/higginsport/little_higginsport3730_1_2_tonemappedv.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/higginsport/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.793530,-83.953790 | ||||||||||||||
| 4950 | Garners Ford Bridge | This classic Pratt truss bridge was overlooked by the historic bridge inventory because of a simple typo, and may be the work of Smith Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 137 ft (41.76 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 38.859070 | -82.362010 | Garners Ford Road (CR-37) | Raccoon Creek | Rural | Gallia County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 0 | 1965 | Unknown | 7 | 7 | 137 | 41.76 | 182 | 55.47 | 16 | 4.88 | https://historicbridges.org/ohio/garnersfordroad/little_garnersfordroad3836_small.jpg | https://historicbridges.org/ohio/garnersfordroad/little_garnersfordroad3836.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/garnersfordroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.859070,-82.362010 | |||||||||||
| 4952 | Big Sandy Junction Railroad Bridge | This riveted truss bridge has approach spans which were built later in the 1950s by the American Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 225 ft (68.58 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Virginia Bridge and Iron Company of Roanoke, Virginia. | 38.403080 | -82.594890 | Railroad (CSX) | Big Sandy River and US-60 | Catlettsburg and Kenova | Boyd County, Kentucky and Wayne County, West Virginia | Kentucky and West Virginia | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 5 | Metal | Deck | Girder | Fixed | 0 | 0 | 1943 | 1951 | Virginia Bridge and Iron Company of Roanoke, Virginia | 6 | 6 | 225 | 68.58 | 2465 | 751.33 | 0 | 0 | https://historicbridges.org/kentucky/kentuckycatlettsburg/little_100canon1517_small.jpg | https://historicbridges.org/kentucky/kentuckycatlettsburg/little_100canon1517.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/kentuckycatlettsburg/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.403080,-82.594890 | ||||||||||
| 4953 | Old OH-522 Bridge | This uncommon multi-span pin-connected pony truss is also a very old example of a traditional pin-connected pony truss. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. | 38.656970 | -82.732220 | Old OH-522 (CR-10A) | Pine Creek | Rural | Lawrence County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 4 | 2 | 0 | 0 | 0 | 1990 | Unknown | 7 | 7 | 50 | 15.24 | 93 | 28.35 | 17.7 | 5.39 | https://historicbridges.org/ohio/oldoh522/little_oldoh5222030_small.jpg | https://historicbridges.org/ohio/oldoh522/little_oldoh5222030.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/oldoh522/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.656970,-82.732220 | ||||||||||||||
| 4954 | ! | Youngs Bridge | Old OH-73 Bridge | This bridge only served a couple houses on a dead-end road and would have been a better candidate for rehab instead of replacement. The technical description of the main or most noteworthy span of the bridge is a 49 ft (14.94 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 38.897940 | -83.206230 | Old OH-73 (TR-79, Laurel Fork Road) | Dry Run | Youngs | Scioto County, Ohio | Ohio | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1920 | 0 | Unknown | 5 | 5 | 49 | 14.94 | 51 | 15.54 | 15.4 | 4.69 | https://historicbridges.org/ohio/youngsoldoh73/little_youngsoldoh731073_small.jpg | https://historicbridges.org/ohio/youngsoldoh73/little_youngsoldoh731073.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/youngsoldoh73/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.897940,-83.206230 | ||||||||||||
| 4958 | NX Bridge | Annie Bridge, Bridge 8.04 | Kept in its raised position, this is an abandoned but noteworthy example of a Strauss heel-trunnion bascule bridge. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal rivet-connected Warren through truss, movable: bascule, Heel Trunnion. The bridge was primarily built by Unknown. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. | 40.754370 | -74.164220 | Railroad (Conrail) | Passaic River | Newark and Harrison | Essex County, New Jersey and Hudson County, New Jersey | New Jersey | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Bascule | Heel Trunnion | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 0 | 1922 | 0 | Unknown | Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois | 7 | 7 | 180 | 54.86 | 440 | 134.11 | 0 | 0 | https://historicbridges.org/newjersey/newarkbascule/little_newarkbascule012033_small.jpg | https://historicbridges.org/newjersey/newarkbascule/little_newarkbascule012033.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/newarkbascule/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.754370,-74.164220 | |||||||
| 4960 | Little Conemaugh River Railroad Bridge | This railroad bridge both has an impressive and attractive appearance. The technical description of the main or most noteworthy span of the bridge is a 280 ft (85.34 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works). | 40.333240 | -78.900490 | Railroad (Conemaugh and Black Lick Railroad) | Little Conemaugh River | Johnstown | Cambria County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1895 | 0 | A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works) | 7 | 7 | 280 | 85.34 | 280 | 85.34 | 0 | 0 | https://historicbridges.org/pennsylvania/johnstownrr1/little_day7johnstownrr12536_small.jpg | https://historicbridges.org/pennsylvania/johnstownrr1/little_day7johnstownrr12536.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/johnstownrr1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.333240,-78.900490 | ||||||||||||||
| 4961 | Little Conemaugh River Railroad Bridge | This railroad bridge with its heavy skew was built by the steel company which is such a major part of Johnstown history. The technical description of the main or most noteworthy span of the bridge is a 215 ft (65.53 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Cambria Steel of Johnstown, Pennsylvania (Cambria Iron Works of Johnstown, Pennsylvania). | 40.328540 | -78.919440 | Railroad (Norfolk Southern) | Little Conemaugh River | Johnstown | Cambria County, Pennsylvania | Pennsylvania | United States | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 12 | 1 | 0 | 0 | 1906 | 0 | Cambria Steel of Johnstown, Pennsylvania (Cambria Iron Works of Johnstown, Pennsylvania) | 6 | 7 | 215 | 65.53 | 215 | 65.53 | 0 | 0 | https://historicbridges.org/pennsylvania/johnstownrr2/little_day7johnstownrr22473_small.jpg | https://historicbridges.org/pennsylvania/johnstownrr2/little_day7johnstownrr22473.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/johnstownrr2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.328540,-78.919440 | ||||||||||||||
| 4963 | Stone Bridge | Not only is this stone bridge, which was later altered with concrete on one side, it is noted for its skewed design, engineer, and involvement with the 1889 Johnstown Flood. The technical description of the main or most noteworthy span of the bridge is a 58 ft (17.68 m) stone Segmental deck arch, fixed. The bridge was primarily built by Alexander G. Sparks and Shipley W. Evans of Philadelphia, Pennsylvania. The bridge was primarily designed by William H. Brown. | 40.332560 | -78.924930 | Railroad (Norfolk Southern, Former Pennsylvania Railroad) | Conemaugh River, PA-56, and Iron Street | Johnstown | Cambria County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 7 | 0 | 3 | 1888 | 1929 | Alexander G. Sparks and Shipley W. Evans of Philadelphia, Pennsylvania | William H. Brown | 9 | 9 | 58 | 17.68 | 580 | 176.78 | 0 | 0 | https://historicbridges.org/pennsylvania/johnstownstonebridge/little_day7johnstownstonebridge2355_small.jpg | https://historicbridges.org/pennsylvania/johnstownstonebridge/little_day7johnstownstonebridge2355.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/johnstownstonebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.332560,-78.924930 | ||||||||||||||
| 4966 | McKeesport-Duquesne Bridge | This is a large and late pin-connected through truss that has both Pratt and Parker truss spans. The technical description of the main or most noteworthy span of the bridge is a 382 ft (116.43 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Allegheny County Department of Public Works. | 40.357700 | -79.844140 | PA-2114 | Monogahela River and Railroad (Conrail) | Duquesne and McKeesport | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 13 | 3 | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 9 | 5 | 1927 | 1988 | American Bridge Company of New York, New York | Allegheny County Department of Public Works | 8 | 8 | 382 | 116.43 | 2252 | 686.41 | 36 | 10.97 | https://historicbridges.org/pennsylvania/mckeesportduquesnebridge/little_day2mckeesportduquesnebridge10254_small.jpg | https://historicbridges.org/pennsylvania/mckeesportduquesnebridge/little_day2mckeesportduquesnebridge10254.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/mckeesportduquesnebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.357700,-79.844140 | |||||||
| 4967 | Washington Crossing Bridge | 40th Street Bridge | Including several decorative elements, the structure of this steel arch bridge even on its own would be graceful and beautiful. The technical description of the main or most noteworthy span of the bridge is a 380 ft (115.82 m) metal three-hinged Solid Ribbed deck arch, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Allegheny County Department of Public Works. | 40.472690 | -79.968520 | 40th Street (PA-2124) | Allegheny River and Various Railroads, Streets, and Trails | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Solid Ribbed | Three-Hinged | Deck | Arch | Fixed | 0 | 3 | Metal | Deck | Girder | Fixed | 0 | 13 | 1924 | 1991 | McClintic-Marshall Company of Pittsburgh, Pennsylvania | Allegheny County Department of Public Works | 8 | 8 | 380 | 115.82 | 2432 | 741.27 | 39 | 11.89 | https://historicbridges.org/pennsylvania/washingtoncrossing/little_day4washingtoncrossing6211_small.jpg | https://historicbridges.org/pennsylvania/washingtoncrossing/little_img_20191103_163828.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/washingtoncrossing/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.472690,-79.968520 | ||||||||
| 4968 | Swindell Bridge | East Street Bridge | This magnificent bridge sweeps over the valley and today is a gateway icon for travelers entering or leaving the downtown Pittsburgh area. The technical description of the main or most noteworthy span of the bridge is a 545 ft (166.12 m) metal cantilever multiple-type-connected Pratt deck truss, fixed. The bridge was primarily built by Fort Pitt Bridge Works of Pittsburgh, Pennsylvania. The bridge was primarily designed by Pittsburgh Department of Public Works. | 40.472310 | -80.004910 | North Charles Steet (Essen Street) | I-279 (Parkway North) and East Street | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Multiple-Type-Connected | Deck | Truss | Fixed | 0 | Cantilever | 3 | 0 | 1 | 1930 | 1990 | Fort Pitt Bridge Works of Pittsburgh, Pennsylvania | Pittsburgh Department of Public Works | 8 | 8 | 545 | 166.12 | 1097.2 | 334.43 | 25 | 7.62 | https://historicbridges.org/pennsylvania/swindell/little_day5swindell5293_small.jpg | https://historicbridges.org/pennsylvania/swindell/little_day5swindell5293.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/swindell/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.472310,-80.004910 | |||||||||||
| 4969 | Jerome Street Bridge | This striking bridge is one of only a few known crescent arch bridges in North America. The technical description of the main or most noteworthy span of the bridge is a 455 ft (138.68 m) metal two-hinged Braced Ribbed through arch, fixed. The bridge was primarily built by Fort Pitt Bridge Works of Pittsburgh, Pennsylvania. The bridge was primarily designed by Allegheny County Department of Public Works. | 40.350440 | -79.870020 | George Lysle Boulevard (5th Avenue, PA-2094) | Youghiogheny River and Railroad | McKeesport | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Braced Ribbed | Two-Hinged | Through | Arch | Fixed | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 0 | 1937 | 1988 | Fort Pitt Bridge Works of Pittsburgh, Pennsylvania | Allegheny County Department of Public Works | 9 | 8 | 455 | 138.68 | 761 | 231.95 | 40 | 12.19 | https://historicbridges.org/pennsylvania/jeromestreetbridgemckeesport/little_day2jeromestreetbridgemckeesport10563_small.jpg | https://historicbridges.org/pennsylvania/jeromestreetbridgemckeesport/little_day2jeromestreetbridgemckeesport10563.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/jeromestreetbridgemckeesport/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.350440,-79.870020 | |||||||||
| 4970 | Franklin Street Bridge | This 1930s bridge is part of the downtown Johnstown historic district. The technical description of the main or most noteworthy span of the bridge is a 230 ft (70.1 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by Pennsylvania State Highway Department. | 40.323380 | -78.919090 | Franklin Street (PA-3055) | Stonycreek River | Johnstown | Cambria County, Pennsylvania | Pennsylvania | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1937 | 2006 | Bethlehem Steel Company of Bethlehem, Pennsylvania | Pennsylvania State Highway Department | 5 | 7 | 230 | 70.1 | 236 | 71.93 | 38.4 | 11.7 | https://historicbridges.org/pennsylvania/franklinjohnstown/swpenn071539_small.jpg | https://historicbridges.org/pennsylvania/franklinjohnstown/swpenn071536.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/franklinjohnstown/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.323380,-78.919090 | |||||||||||||
| 4971 | Krings Bridge | One of a couple uncommon multi-span pony truss bridges near Johnstown. The technical description of the main or most noteworthy span of the bridge is a 103 ft (31.39 m) metal rivet-connected Parker pony truss, fixed. The bridge was primarily built by Guy Trimpey. The bridge was primarily designed by Pennsylvania State Highway Department. | 40.275270 | -78.903980 | Kring Street (Soap Hollow Road, PA-4041) | Stonycreek River | Krings (Near Johnstown) | Cambria County, Pennsylvania and Somerset County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Rivet-Connected | Pony | Truss | Fixed | 7 | 2 | 0 | 0 | 1937 | 2007 | Guy Trimpey | Pennsylvania State Highway Department | 5 | 6 | 103 | 31.39 | 213 | 64.92 | 23 | 7.01 | https://historicbridges.org/pennsylvania/kringsjohnstown/little_day7kringsbridge2211_small.jpg | https://historicbridges.org/pennsylvania/kringsjohnstown/little_day7kringsbridge2211.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/kringsjohnstown/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.275270,-78.903980 | |||||||||||||
| 4973 | Bridge Street Bridge | Ferndale Avenue Bridge | A State Highway Department standard plan truss bridge is part of a beautiful collection of bridges in Johnstown. The technical description of the main or most noteworthy span of the bridge is a 230 ft (70.1 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Sheesley and Janney. The bridge was primarily designed by Pennsylvania State Highway Department. | 40.293670 | -78.918870 | Bridge Street (Ferndale Avenue, PA-403) | Stonycreek River | Johnstown and Ferndale | Cambria County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1937 | 2008 | Sheesley and Janney | Pennsylvania State Highway Department | 5 | 5 | 230 | 70.1 | 237 | 72.24 | 34.5 | 10.52 | https://historicbridges.org/pennsylvania/bridgejohnstown/little_day7johnstownbridgestreetbridge2859_small.jpg | https://historicbridges.org/pennsylvania/bridgejohnstown/little_day7johnstownbridgestreetbridge2859.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridgejohnstown/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.293670,-78.918870 | ||||||||||||
| 4974 | Riverside Bridge | Eisenhower Boulevard Bridge | One of a couple uncommon multi-span pony truss bridges near Johnstown. The technical description of the main or most noteworthy span of the bridge is a 113 ft (34.44 m) metal rivet-connected Parker pony truss, fixed. The bridge was primarily built by Altoona Construction Corporation of Altoona, Pennsylvania. The bridge was primarily designed by Pennsylvania State Highway Department. | 40.285810 | -78.920030 | Eisenhower Boulevard (PA-2006) | Stonycreek River | Ferndale and Riverside | Cambria County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Rivet-Connected | Pony | Truss | Fixed | 8 | 2 | 0 | 0 | 1937 | 2010 | Altoona Construction Corporation of Altoona, Pennsylvania | Pennsylvania State Highway Department | 6 | 6 | 113 | 34.44 | 232 | 70.71 | 23 | 7.01 | https://historicbridges.org/pennsylvania/eisenhower/little_day7riversidebridge1738_small.jpg | https://historicbridges.org/pennsylvania/eisenhower/little_day7riversidebridge1738.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/eisenhower/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.285810,-78.920030 | ||||||||||||
| 4975 | Sciotoville Railroad Bridge | Designed by noted engineers Gustav Lindenthal and David Steinman, this massive, prototypical continuous truss bridge once held a record for length. The technical description of the main or most noteworthy span of the bridge is a 775 ft (236.22 m) metal continuous rivet-connected Modified Warren (Subdivided) through truss, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Gustav Lindenthal and David Steinman. | 38.753010 | -82.885470 | Railroad (CSX) | Ohio River | Sciotoville and Siloam | Scioto County, Ohio and Greenup County, Kentucky | Ohio and Kentucky | United States | Metal | Modified Warren (Subdivided) | Rivet-Connected | Through | Truss | Fixed | 20 | Continuous | 2 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 6 | 0 | 1916 | 0 | McClintic-Marshall Company of Pittsburgh, Pennsylvania | Gustav Lindenthal and David Steinman | 10 | 10 | 775 | 236.22 | 3463 | 1055.52 | 0 | 0 | https://historicbridges.org/ohio/sciotoville/bkg_07march211_small.jpg | https://historicbridges.org/ohio/sciotoville/little_sciotoville1082.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/sciotoville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.753010,-82.885470 | ||||||
| 4976 | Metcalf Street Bridge | Dixie Highway Bridge | This awe-inspiring massive membered bridge has a mighty skew to it! The technical description of the main or most noteworthy span of the bridge is a 308 ft (93.88 m) metal pin-connected Baltimore through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 40.717750 | -84.114210 | Metcalf Street (Dixie Highway) | Railroad (Norfolk Southern) | Lima | Allen County, Ohio | Ohio | United States | Metal | Baltimore | Pin-Connected | Through | Truss | Fixed | 0 | 1 | Concrete | Slab | Fixed | 0 | 6 | 1923 | 1989 | American Bridge Company of New York, New York | 7 | 7 | 308 | 93.88 | 538 | 163.98 | 28 | 8.53 | https://historicbridges.org/ohio/metcalf/little_metcalfstreetbridge5957_small.jpg | https://historicbridges.org/ohio/metcalf/little_metcalfstreetbridge5957.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/metcalf/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.717750,-84.114210 | ||||||||||
| 4977 | Panther Creek Private Bridge | This is an ancient, extremely rare bridge that had been serving as a bridge for a private driveway but is now bypassed. The technical description of the main or most noteworthy span of the bridge is a metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 40.079160 | -84.363560 | Private Drive | Panther Creek | Rural | Miami County, Ohio | Ohio | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Wrought Iron Bridge Company of Canton, Ohio | 9 | 9 | 0 | 0 | 80 | 24.38 | 16 | 4.88 | https://historicbridges.org/ohio/sugargrove/little_rick5223_small.jpg | https://historicbridges.org/ohio/sugargrove/little_rick5223.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/sugargrove/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.079160,-84.363560 | ||||||||||||||
| 4978 | Owens Road Bridge | This ca. 1885 bridge displays the distinctive design details of a bridge built by the Smith Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 84 ft (25.6 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Smith Bridge Company of Toledo, Ohio. | 40.080670 | -84.354740 | Owens Road | Panther Creek | Rural | Miami County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 1913 | Smith Bridge Company of Toledo, Ohio | 7 | 7 | 84 | 25.6 | 86 | 26.21 | 15.7 | 4.79 | https://historicbridges.org/ohio/owens/little_pict2940_small.jpg | https://historicbridges.org/ohio/owens/little_pict2940.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/owens/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.080670,-84.354740 | ||||||||||||||
| 4980 | Point Pleasant - Kanauga Railroad Bridge | This bridge features several Parker truss spans and a Pennsylvania truss channel span. The technical description of the main or most noteworthy span of the bridge is a 420 ft (128.02 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Unknown. | 38.846080 | -82.141200 | Railroad (Norfolk Southern) | Ohio River | Kanauga and Point Pleasant | Gallia County, Ohio and Mason County, West Virginia | Ohio and West Virginia | United States | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 16 | 5 | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 10 | 0 | 1908 | 0 | Unknown | 7 | 7 | 420 | 128.02 | 3925 | 1196.34 | 0 | 0 | https://historicbridges.org/ohio/pointpleasant/little_pointpleasant1929_small.jpg | https://historicbridges.org/ohio/pointpleasant/little_pointpleasant1929.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/pointpleasant/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.846080,-82.141200 | ||||||||
| 4981 | Depot Street Bridge | Beachy Street Bridge | Noteworthy for association with an uncommon builder, this bridge features ornate knee bracing. The technical description of the main or most noteworthy span of the bridge is a 108 ft (32.92 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Horseheads Bridge Company of Horseheads, New York. | 39.757390 | -79.087880 | Depot Street (TR-805) | Casselman River | Salisbury | Somerset County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1894 | 1999 | Horseheads Bridge Company of Horseheads, New York | 7 | 8 | 108 | 32.92 | 108 | 32.92 | 11.2 | 3.41 | https://historicbridges.org/pennsylvania/depotst/bkg_swpenn1263_small.jpg | https://historicbridges.org/pennsylvania/depotst/swpenn072939.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/depotst/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.757390,-79.087880 | |||||||||||||
| 4982 | Hickory Street Bridge | Carlton Lee Haselrig Bridge | This 1930s bridge does not follow the Pennsylvania Highway Department Parker plan often found in the state during this period. The technical description of the main or most noteworthy span of the bridge is a 230 ft (70.1 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. | 40.314320 | -78.914670 | Hickory Street | Stonycreek River | Johnstown | Cambria County, Pennsylvania | Pennsylvania | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1937 | 2014 | Unknown | Pennsylvania State Highway Department | 5 | 5 | 230 | 70.1 | 236 | 71.93 | 30 | 9.14 | https://historicbridges.org/pennsylvania/hickoryjohnstown/swpenn071568_small.jpg | https://historicbridges.org/pennsylvania/hickoryjohnstown/swpenn071568.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/hickoryjohnstown/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.314320,-78.914670 | ||||||||||||
| 4984 | ! | River Street Bridge | This is a small Warren pony truss on a quiet road. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 44.200270 | -78.949430 | River Street | Nonquon River | Seagrave | Durham Region, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/seagraveriverstreet/little_seagraveriverstreet3938_small.jpg | https://historicbridges.org/ontario/seagraveriverstreet/little_seagraveriverstreet3938.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/seagraveriverstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.200270,-78.949430 | |||||||||||||
| 4985 | St. Johns Bridge | This iconic bridge is one of the most beautiful suspension bridges in the country. The technical description of the main or most noteworthy span of the bridge is a 1207 ft (367.89 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by Wallace Bridge and Structural Steel Company of Seattle, Washington. The bridge was primarily designed by Robinson and Steinman of New York, New York. | 45.585200 | -122.764520 | US-30 Bypass (Philadelphia Avenue) | Willamette River | Portland | Multnomah County, Oregon | Oregon | United States | Metal | Pony Truss Stiffening | Wire Cable | Suspension | Fixed | 0 | 3 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 0 | 12 | 1931 | 2005 | Wallace Bridge and Structural Steel Company of Seattle, Washington | Robinson and Steinman of New York, New York | 9 | 10 | 1207 | 367.89 | 3608.8 | 1099.96 | 40 | 12.19 | https://historicbridges.org/oregon/stjohnsbridge/little_stjohnsbridge7990_small.jpg | https://historicbridges.org/oregon/stjohnsbridge/little_stjohnsbridge7990.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/stjohnsbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.585200,-122.764520 | ||||||||
| 4986 | Fairview-Snodgrass Road Bridge | Composed of six unusually small panels, this bridge has been relocated and preserved. The technical description of the main or most noteworthy span of the bridge is a 67 ft (20.42 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Smith Bridge Company of Toledo, Ohio. | 40.071140 | -84.217460 | Non-Motorized Pathway | Beedle Ditch | Near Troy | Miami County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 2011 | Smith Bridge Company of Toledo, Ohio | 6 | 6 | 67 | 20.42 | 69 | 21.03 | 15.4 | 4.69 | https://historicbridges.org/ohio/fairview/little_rick5248_small.jpg | https://historicbridges.org/ohio/fairview/little_rick5248.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/fairview/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.071140,-84.217460 | ||||||||||||||
| 4987 | Erie Avenue Bridge | Charles Berry Bascule Bridge | This graceful bascule bridge was noted for its very large span length when completed. The technical description of the main or most noteworthy span of the bridge is a 330 ft (100.58 m) metal rivet-connected Pratt deck truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Mount Vernon Bridge Company of Mount Vernon, Ohio. The bridge was primarily designed by Wilbur J. Watson and Associates of Cleveland, Ohio. | 41.469900 | -82.175600 | Erie Avenue (US-6) | Black River | Lorain | Lorain County, Ohio | Ohio | United States | Metal | Pratt | Rivet-Connected | Deck | Truss | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | Continuous | 11 | 1940 | 1988 | Mount Vernon Bridge Company of Mount Vernon, Ohio | Wilbur J. Watson and Associates of Cleveland, Ohio | 8 | 8 | 330 | 100.58 | 1053 | 320.95 | 47 | 14.33 | https://historicbridges.org/ohio/lorainerieavenuebridge/little_day8lorainerieavenuebridge0640_small.jpg | https://historicbridges.org/ohio/lorainerieavenuebridge/little_day8lorainerieavenuebridge0640.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/lorainerieavenuebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.469900,-82.175600 | ||||||
| 4989 | Philson Bridge | This is a small but nice looking pony truss with interesting rigid floor beam attachments. The technical description of the main or most noteworthy span of the bridge is a 42 ft (12.8 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. | 39.814530 | -78.896880 | County Bridge Road (TR-713) | Wills Creek | Rural | Somerset County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 1925 | Unknown | 6 | 6 | 42 | 12.8 | 43 | 13.11 | 10.8 | 3.29 | https://historicbridges.org/pennsylvania/philsonbridge/little_day7philsonbridge1748_small.jpg | https://historicbridges.org/pennsylvania/philsonbridge/little_day7philsonbridge1748.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/philsonbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.814530,-78.896880 | ||||||||||||||
| 4990 | Keystone Viaduct | Western Maryland Railway Bridge | Crossing a variety of features, the highlight of this bridge is the massive truss span over a railroad line. The technical description of the main or most noteworthy span of the bridge is a 240 ft (73.15 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by Unknown. | 39.811138 | -78.995951 | Railroad (Great Allegheny Passage Rail-Trail) | Railroad (CSX), PA-2006 (Glade City Road), and Flaugherty Creek | Rural | Somerset County, Pennsylvania | Pennsylvania | United States | Metal | Pennsylvania | Rivet-Connected | Through | Truss | Fixed | 16 | 1 | Metal | Deck | Girder | Fixed | 0 | 0 | 1911 | 2003 | Unknown | 6 | 6 | 240 | 73.15 | 910 | 277.37 | 0 | 0 | https://historicbridges.org/pennsylvania/keystoneviaduct/little_day7keystoneviaduct2249_small.jpg | https://historicbridges.org/pennsylvania/keystoneviaduct/little_day7keystoneviaduct2249.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/keystoneviaduct/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.811138,-78.995951 | |||||||||
| 4991 | Bethlehem Steel Company Foot Bridge | Only one of the two spans of this foot bridge is historic, dating to when Bethlehem Steel Company constructed a new bridge for its workers. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. | 40.336400 | -78.924860 | Pedestrian Walkway | Conemaugh River | Johnstown | Cambria County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 5 | 2 | 0 | 0 | 1930 | 1977 | Bethlehem Steel Company of Bethlehem, Pennsylvania | 4 | 4 | 0 | 0 | 290 | 88.39 | 0 | 0 | https://historicbridges.org/pennsylvania/johnstownfootbridge/little_day7johnstownfootbridge2747_small.jpg | https://historicbridges.org/pennsylvania/johnstownfootbridge/little_day7johnstownfootbridge2747.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/johnstownfootbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.336400,-78.924860 | ||||||||||||||
| 4993 | Big Hickory Creek Railroad Bridge | This rare pin-connected Warren truss bridge had a third riveted truss added in between the trusses long ago. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 35.658380 | -85.802970 | Railroad (Caney Fork and Western) | Big Hickory Creek | McMinnville | Warren County, Tennessee | Tennessee | United States | Metal | Warren | Pin-Connected | Deck | Truss | Fixed | 0 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 0 | 0 | 0 | Unknown | 8 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/tennessee/bighickorycreekrailroadbridge/little_bighickorycreekrailroadbridge07150_small.jpg | https://historicbridges.org/tennessee/bighickorycreekrailroadbridge/little_bighickorycreekrailroadbridge07150.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/bighickorycreekrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.658380,-85.802970 | |||||||||||
| 4994 | ! | Jenkinsburg Bridge | Bull Run Bridge | A stunning bridge in a stunning setting, and a popular destination for locals, this bridge rewards all who undertake the adventurous drive to this bridge. The technical description of the main or most noteworthy span of the bridge is a 220 ft (67.06 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. Special note about bridge location: The road leading to this bridge is completely unimproved, composed of large boulders, and must be driven with great care. | 39.594780 | -79.748310 | Mt. Nebo - Bull Run Road (CR-14-4) | Cheat River | Rural | Preston County, West Virginia | West Virginia | United States | The road leading to this bridge is completely unimproved, composed of large boulders, and must be driven with great care. | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1912 | 0 | Canton Bridge Company of Canton, Ohio | 8 | 8 | 220 | 67.06 | 224.4 | 68.4 | 15.4 | 4.69 | https://historicbridges.org/wvirginia/cr14_4mtnebobullrunroad/little_day7cr14_4mtnebobullrunroad3244_5_6_tonemappedv_small.jpg | https://historicbridges.org/wvirginia/cr14_4mtnebobullrunroad/little_day7cr14_4mtnebobullrunroad3244_5_6_tonemappedv.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/cr14_4mtnebobullrunroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.594780,-79.748310 | |||||||||||
| 4995 | Rockville Mt. Nebo Road Bridge | This beautiful truss bridge is deteriorated and appears sadly to be an example of how steel bridges do not weather as nicely as wrought iron. The technical description of the main or most noteworthy span of the bridge is a 84.6 ft (25.79 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. Special note about bridge location: The road leading to this bridge is completely unimproved, composed of large boulders, and must be driven with great care. | 39.621640 | -79.704600 | Rockville - Mt. Nebo Road (CR-14) | Big Sandy Creek | Rural | Preston County, West Virginia | West Virginia | United States | The road leading to this bridge is completely unimproved, composed of large boulders, and must be driven with great care. | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 1 | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 4 | 1 | 1893 | 0 | King Bridge Company of Cleveland, Ohio | 7 | 8 | 84.6 | 25.79 | 149.3 | 45.51 | 11.2 | 3.41 | https://historicbridges.org/wvirginia/cr14rockvillemtneboroad/little_day7cr14rockvillemtneboroad3386_7_8_tonemappedv_small.jpg | https://historicbridges.org/wvirginia/cr14rockvillemtneboroad/little_day7cr14rockvillemtneboroad3386_7_8_tonemappedv.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/cr14rockvillemtneboroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.621640,-79.704600 | |||||||
| 4996 | Central Avenue Bridge | This concrete arch bridge has been altered, but is an increasingly uncommon example of its type in the area. The technical description of the main or most noteworthy span of the bridge is a 109 ft (33.22 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 40.301840 | -78.910930 | Central Avenue (PA-403) | Stonycreek River | Johnstown | Cambria County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1917 | 1973 | Unknown | 3 | 3 | 109 | 33.22 | 265 | 80.77 | 40.4 | 12.31 | https://historicbridges.org/pennsylvania/johnstowncentralavenue/little_day7johnstowncentralavenue2822_small.jpg | https://historicbridges.org/pennsylvania/johnstowncentralavenue/little_day7johnstowncentralavenue2822.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/johnstowncentralavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.301840,-78.910930 | |||||||||||||||
| 4999 | Thurmond Bridge | Leading to a preserved ghost town, this unusual railroad bridge also has a one-lane vehicular roadway cantilevered off of the side of the bridge. The technical description of the main or most noteworthy span of the bridge is a 226 ft (68.88 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. | 37.955860 | -81.078990 | Railroad (CSX) and CR-25-2 | New River | Rural | Fayette County, West Virginia | West Virginia | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 10 | 1916 | 2016 | Unknown | 6 | 7 | 226 | 68.88 | 826.5 | 251.92 | 12 | 3.66 | https://historicbridges.org/wvirginia/thurmond/little_day6thurmond3882_small.jpg | https://historicbridges.org/wvirginia/thurmond/little_day6thurmond3882.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/thurmond/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.955860,-81.078990 | |||||||||||
| 5001 | Prince Railroad Bridge | This attractive railroad bridge is noted for its skew The technical description of the main or most noteworthy span of the bridge is a 228 ft (69.49 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works). | 37.854100 | -81.070280 | Railroad (CSX) | New River | Rural | Fayette County, West Virginia | West Virginia | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 8 | 2 | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 0 | 1899 | 0 | A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works) | 7 | 7 | 228 | 69.49 | 708 | 215.8 | 0 | 0 | https://historicbridges.org/wvirginia/thomasbedfordpughmemorialrr/little_day6thomasbedfordpughmemorialrr4008_small.jpg | https://historicbridges.org/wvirginia/thomasbedfordpughmemorialrr/little_day6thomasbedfordpughmemorialrr4008.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/thomasbedfordpughmemorialrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.854100,-81.070280 | ||||||||
| 5002 | Sutton Bridge | With its combination of through and pony truss spans, this bridge is a great demonstration of a state-designed truss bridge in West Virginia. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 38.663210 | -80.710030 | CR-19-40 (2nd Street) | Elk River | Sutton | Braxton County, West Virginia | West Virginia | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 8 | 2 | 1931 | 1991 | American Bridge Company of New York, New York | 5 | 6 | 180 | 54.86 | 369 | 112.47 | 30 | 9.14 | https://historicbridges.org/wvirginia/sutton/little_day6sutton4242_small.jpg | https://historicbridges.org/wvirginia/sutton/little_day6sutton4242.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/sutton/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.663210,-80.710030 | ||||||||
| 5003 | Old Main Street Bridge | Old Woman Run Bridge | This historic truss bridge was left standing after it was replaced by a culvert. The technical description of the main or most noteworthy span of the bridge is a 99 ft (30.18 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. | 38.663970 | -80.703170 | Main Street (Sutton Dam Road, CR-19-27) | Old Woman Run | Rural | Braxton County, West Virginia | West Virginia | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1899 | 0 | Canton Bridge Company of Canton, Ohio | 7 | 7 | 99 | 30.18 | 101 | 30.78 | 10.8 | 3.29 | https://historicbridges.org/wvirginia/suttondam/little_day6suttondam4171_small.jpg | https://historicbridges.org/wvirginia/suttondam/little_day6suttondam4171.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/suttondam/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.663970,-80.703170 | |||||||||||||
| 5004 | New River Gorge Bridge | Although of structurally modern design, this bridge gained a listing in the National Register of Historic Places due to its record-breaking span length. The technical description of the main or most noteworthy span of the bridge is a 1700 ft (518.16 m) metal two-hinged Braced Ribbed deck arch, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Michael Baker Jr. Inc.. | 38.068850 | -81.083200 | US-19 (Mountaineer Expressway) | New River | Fayetteville | Fayette County, West Virginia | West Virginia | United States | Metal | Braced Ribbed | Two-Hinged | Deck | Arch | Fixed | 14 | 1 | Metal | Warren | Bolt-Connected | Deck | Truss | Fixed | 6 | 9 | 1977 | 0 | American Bridge Company of New York, New York | Michael Baker Jr. Inc. | 6 | 7 | 1700 | 518.16 | 3030.5 | 923.7 | 67.3 | 20.51 | https://historicbridges.org/wvirginia/newrivergorge/main_small.jpg | https://historicbridges.org/wvirginia/newrivergorge/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/newrivergorge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.068850,-81.083200 | |||||||
| 5005 | Fayette Station Bridge | Tunney Hunsaker Bridge | Nearly all of this historic bridge was replaced with modern materials that aside from the use of bolts, closely resemble the original bridge materials. The technical description of the main or most noteworthy span of the bridge is a 278.6 ft (84.92 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Virginia Bridge and Iron Company of Roanoke, Virginia. | 38.064780 | -81.077120 | CR-82 (Fayette Station Road) | New River | Fayetteville | Fayette County, West Virginia | West Virginia | United States | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 16 | 1 | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 2 | 1889 | 1997 | Virginia Bridge and Iron Company of Roanoke, Virginia | 6 | 6 | 278.6 | 84.92 | 421 | 128.32 | 14.4 | 4.39 | https://historicbridges.org/wvirginia/fayettestationbridge/little_fayettemarc88_small.jpg | https://historicbridges.org/wvirginia/fayettestationbridge/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/fayettestationbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.064780,-81.077120 | |||||||
| 5006 | Rochester Beaver Bridge | Configured as two parallel superstructures on a shared substructure, this is a later but increasing rare example of a deck cantilever truss bridge. The technical description of the main or most noteworthy span of the bridge is a 365.2 ft (111.31 m) metal cantilever rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Pittsburgh - Des Moines Steel Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Pennsylvania State Highway Department. | 40.699730 | -80.290340 | PA-51 (Pennsylvania Avenue) | Beaver River, Railroad (Norfolk Southern), and PA-65 | Rochester and Beaver | Beaver County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 17 | Cantilever | 3 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 5 | 1963 | 2011 | Pittsburgh - Des Moines Steel Company of Pittsburgh, Pennsylvania | Pennsylvania State Highway Department | 6 | 6 | 365.2 | 111.31 | 993.2 | 302.73 | 60 | 18.29 | https://historicbridges.org/pennsylvania/rochesterbeaver/little_day3beaverrochesterbridge9102_3_4_fused_small.jpg | https://historicbridges.org/pennsylvania/rochesterbeaver/little_day3beaverrochesterbridge9102_3_4_fused.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rochesterbeaver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.699730,-80.290340 | |||||||||
| 5007 | Monaca - East Rochester Bridge | East Rochester Monaca Bridge | Later examples of cantilever truss bridges such as this bridge are becoming increasingly rare and historically significant as older examples are replaced. The technical description of the main or most noteworthy span of the bridge is a 730 ft (222.5 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Michael Baker Jr. Inc.. | 40.692580 | -80.267380 | PA-51 (Pennsylvania Avenue) | Ohio River and Railroad (Norfolk Southern) | Monaca and East Rochester | Beaver County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 20 | Cantilever | 3 | Metal | Deck | Girder | Fixed | 0 | Continuous | 6 | 1959 | 1993 | American Bridge Company of New York, New York | Michael Baker Jr. Inc. | 7 | 6 | 730 | 222.5 | 2037 | 620.88 | 30 | 9.14 | https://historicbridges.org/pennsylvania/monacaeastrochesterbridge/little_day3monacaeastrochesterbridge8311_small.jpg | https://historicbridges.org/pennsylvania/monacaeastrochesterbridge/little_day3monacaeastrochesterbridge8311.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/monacaeastrochesterbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.692580,-80.267380 | ||||||
| 5008 | Shippingport Bridge | Midland - Shippingport Bridge | This visually pleasing bridge is a rare example of an arched continuous truss, one that does not have a suspended deck. The technical description of the main or most noteworthy span of the bridge is a 620 ft (188.98 m) metal continuous (arched) rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michael Baker Jr. Inc.. | 40.627440 | -80.432750 | PA-168 | Ohio River and Railroad (Norfolk Southern) | Shippingport and Midland | Beaver County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 20 | Continuous (Arched) | 3 | Metal | Deck | Girder | Fixed | 0 | Continuous | 3 | 1961 | 0 | Unknown | Michael Baker Jr. Inc. | 6 | 6 | 620 | 188.98 | 1616 | 492.56 | 30 | 9.14 | https://historicbridges.org/pennsylvania/shippingport/little_day3shippingport7616_small.jpg | https://historicbridges.org/pennsylvania/shippingport/little_day3shippingport7616.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/shippingport/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.627440,-80.432750 | ||||||
| 5010 | Beaver Railroad Overpass | This is a nice looking and early surviving concrete arch bridge carrying a railroad over a railroad. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Cummings Structural Concrete Company of Pittsburgh, Pennsylvania (Robert A. Cummings). | 40.695940 | -80.295210 | Railroad (CSX) | Railroad (Norfolk Southern) | Beaver | Beaver County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 4 | 0 | 0 | 1909 | 0 | Cummings Structural Concrete Company of Pittsburgh, Pennsylvania (Robert A. Cummings) | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/beaverrailroadoverpass/little_day3beaverrailroadoverpass9195_small.jpg | https://historicbridges.org/pennsylvania/beaverrailroadoverpass/little_day3beaverrailroadoverpass9195.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/beaverrailroadoverpass/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.695940,-80.295210 | |||||||||||||||
| 5011 | ! | Frankfort Road Bridge | A classic example of 1930s truss bridge technology in Pennsylvania. The technical description of the main or most noteworthy span of the bridge is a 185 ft (56.39 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. | 40.654390 | -80.350100 | Frankfort Road (PA-18) | Raccoon Creek | Rural | Beaver County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1932 | 1977 | Unknown | Pennsylvania State Highway Department | 5 | 5 | 185 | 56.39 | 229 | 69.8 | 32.2 | 9.81 | https://historicbridges.org/pennsylvania/frankfort/little_day3frankfortroad8996_small.jpg | https://historicbridges.org/pennsylvania/frankfort/little_day3frankfortroad8996.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/frankfort/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.654390,-80.350100 | ||||||||||||
| 5014 | Rochester-Bridgewater Bridge | This bridge is a pattern book of Pennsylvania State Highway Department truss designs. The technical description of the main or most noteworthy span of the bridge is a 367 ft (111.86 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. | 40.701270 | -80.291650 | Bridge Street (PA-4042) | Beaver River and Railroad | Rochester and Bridgewater | Beaver County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 11 | 2 | Metal | Parker | Rivet-Connected | Pony | Truss | Fixed | 8 | 1 | 1933 | 1977 | Unknown | Pennsylvania State Highway Department | 6 | 5 | 367 | 111.86 | 648 | 197.51 | 32.5 | 9.91 | https://historicbridges.org/pennsylvania/bridgewater/little_day3rochesterbridgewaterbridge7827_small.jpg | https://historicbridges.org/pennsylvania/bridgewater/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridgewater/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.701270,-80.291650 | |||||||
| 5015 | Ambridge Bridge | Ambridge-Aliquippa Bridge / Ambridge-Woodlawn Bridge | This gorgeous and unique multi-cantilever span design is a testimony to why Ambridge is even in existence! The technical description of the main or most noteworthy span of the bridge is a 530 ft (161.54 m) metal cantilever multiple-type-connected Baltimore through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by T. J. Wilkerson of Beaver Falls, Pennsylvania. | 40.592280 | -80.236870 | 11th Street | Ohio River, PA-51, and Railroad | Ambridge and Aliquippa | Beaver County, Pennsylvania | Pennsylvania | United States | Metal | Baltimore | Multiple-Type-Connected | Through | Truss | Fixed | 22 | Cantilever | 5 | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 8 | 5 | 1927 | 2013 | American Bridge Company of New York, New York | T. J. Wilkerson of Beaver Falls, Pennsylvania | 8 | 8 | 530 | 161.54 | 1995.2 | 608.14 | 27 | 8.23 | https://historicbridges.org/pennsylvania/ambridge/little_day3ambridge9203_small.jpg | https://historicbridges.org/pennsylvania/ambridge/little_day3ambridge9203.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/ambridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.592280,-80.236870 | |||||
| 5016 | Rochester-Beaver Railroad Bridge | A large two-span railroad truss bridge crosses the Beaver River at the Ohio River. The technical description of the main or most noteworthy span of the bridge is a 330 ft (100.58 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. | 40.697980 | -80.289330 | Railroad (Norfolk Southern) | Beaver River and Water Street | Rochester and Beaver | Beaver County, Pennsylvania | Pennsylvania | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 10 | 2 | 0 | 1 | 1913 | 0 | Unknown | 6 | 6 | 330 | 100.58 | 660 | 201.17 | 0 | 0 | https://historicbridges.org/pennsylvania/roch_beav_rr/little_day3rochesterbeaverrailroadbridge8000_small.jpg | https://historicbridges.org/pennsylvania/roch_beav_rr/little_day3rochesterbeaverrailroadbridge8000.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/roch_beav_rr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.697980,-80.289330 | ||||||||||||||
| 5017 | High Bridge | This stunning bridge is really an 1848 stone arch bridge with a 1927 metal arch span replacing five spans. The technical description of the main or most noteworthy span of the bridge is a 360 ft (109.73 m) metal three-hinged Solid Ribbed deck arch, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. | 40.842250 | -73.930520 | Pedestrian Walkway (Closed, To Reopen Summer 2015) | Harlem River | New York | The Bronx, New York and Manhattan, New York | New York | United States | Metal | Solid Ribbed | Three-Hinged | Deck | Arch | Fixed | 0 | 1 | Stone | Semicircular | Deck | Arch | Fixed | 0 | 10 | 1927 | 0 | McClintic-Marshall Company of Pittsburgh, Pennsylvania | 9 | 9 | 360 | 109.73 | 1450 | 441.96 | 0 | 0 | https://historicbridges.org/newyork/highbridge/little_pict7258_small.jpg | https://historicbridges.org/newyork/highbridge/little_pict7258.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/highbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.842250,-73.930520 | |||||||||
| 5019 | McKeesport Railroad Bridge | This is a late example of a steel truss bridge that uses rivets in its construction. The technical description of the main or most noteworthy span of the bridge is a 248 ft (75.59 m) metal bolt-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 40.350930 | -79.870360 | Railroad (CSX) | Youghiogheny River | McKeesport | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Bolt-Connected | Through | Truss | Fixed | 10 | 1 | Metal | Deck | Girder | Fixed | 0 | 9 | 1968 | 0 | Unknown | 4 | 4 | 248 | 75.59 | 930 | 283.46 | 0 | 0 | https://historicbridges.org/pennsylvania/mckeesportrailroad/little_day2mckeesportrailroad10241_small.jpg | https://historicbridges.org/pennsylvania/mckeesportrailroad/little_day2mckeesportrailroad10241.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/mckeesportrailroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.350930,-79.870360 | ||||||||||
| 5020 | River Road Ramp Bridge | A traditional highway over railroad plate girder in Pennsylvania, this bridge connects to the larger and more significant historic arch bridge. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 40.350190 | -79.871660 | River Road Ramp | Railroad (CSX) | McKeesport | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1945 | 0 | Unknown | 2 | 2 | 80 | 24.38 | 83 | 25.3 | 28 | 8.53 | https://historicbridges.org/pennsylvania/mckeesportriverroad/little_day2mckeesportriverroad10177_small.jpg | https://historicbridges.org/pennsylvania/mckeesportriverroad/little_day2mckeesportriverroad10177.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/mckeesportriverroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.350190,-79.871660 | ||||||||||||||||
| 5021 | Riverton Bridge | McKeesport Connecting Railroad Bridge | This beautiful truss bridge with its long 19th Century truss spans has been converted for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 340 ft (103.63 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works). | 40.356880 | -79.847570 | Railroad (Steel Heritage Trail, Great Allegheny Passage Rail-Trail) | Monogahela River and Railroad | Duquesne and McKeesport | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 12 | 1 | Metal | Pratt | Pin-Connected | Deck | Truss | Fixed | 8 | 0 | 1891 | 2008 | A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works) | 8 | 8 | 340 | 103.63 | 1570 | 478.54 | 0 | 0 | https://historicbridges.org/pennsylvania/rivertonbridge/little_day2rivertonbridge9844_5_6_tonemapped_small.jpg | https://historicbridges.org/pennsylvania/rivertonbridge/little_day2rivertonbridge9844_5_6_tonemapped.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rivertonbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.356880,-79.847570 | |||||||
| 5022 | ! | Drake Road Bridge | This bridge is an excellent example of a lattice guardrail beam bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a 52.8 ft (16.09 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.336910 | -82.287130 | Drake Road | Raleigh Plains Drain (Jeannettes Creek) | Rural | Chatham-Kent Region, Ontario | Ontario | Canada | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | 1947 | 0 | Unknown | 3 | 4 | 52.8 | 16.09 | 105.6 | 32.19 | 23 | 7.01 | https://historicbridges.org/beam/drake/bkg_ontario21_small.jpg | https://historicbridges.org/beam/drake/ontario071.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=beam/drake/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.336910,-82.287130 | ||||||||||||||||
| 5023 | Eufaula Railroad Bridge | This impressive bridge is one of the only historic bridges in the region. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Modified Warren (Subdivided) through truss, fixed. The bridge was primarily built by Unknown. | 31.883350 | -85.129470 | Railroad (Central of Georgia Railway) | Chattahoochee River (Walter F George Lake) | Eufaula | Barbour County, Alabama and Quitman County, Georgia | Alabama and Georgia | United States | Metal | Modified Warren (Subdivided) | Rivet-Connected | Through | Truss | Fixed | 16 | 2 | 0 | 2 | 1962 | 0 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/georgia/eufaula/little_057_small.jpg | https://historicbridges.org/georgia/eufaula/little_057.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=georgia/eufaula/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.883350,-85.129470 | ||||||||||||||
| 5024 | American Steel and Wire Company - Central Furnaces Bridge | This bridge has had its westerly approach completely removed, leaving a bridge to nowhere. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 41.484880 | -81.675530 | Abandoned Access | Railroad (Norfolk Southern) | Cleveland | Cuyahoga County, Ohio | Ohio | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 140 | 42.67 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/abandonhighway/bkg_cleveland150_small.jpg | https://historicbridges.org/ohio/abandonhighway/cleveland0269.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/abandonhighway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.484880,-81.675530 | ||||||||||||||
| 5025 | Central of Georgia 1860 Viaduct | Turner House Bridge | Built just before the Civil War, this is the newer of two rare brick arch bridges, and has been reused for pedestrians and to house a building. The technical description of the main or most noteworthy span of the bridge is a 48 ft (14.63 m) brick Elliptical deck arch, fixed. The bridge was primarily built by Unknown. Special note about bridge location: The deck of this bridge is reportedly open to SCAD students only. | 32.078300 | -81.103310 | Railroad (Rail-Trail, Former Central of Georgia) | Savannah – Ogeechee Barge Canal and West Boundary Street | Savannah | Chatham County, Georgia | Georgia | United States | The deck of this bridge is reportedly open to SCAD students only. | Brick | Elliptical | Deck | Arch | Fixed | 0 | 4 | 0 | 0 | 1860 | 0 | Unknown | 8 | 9 | 48 | 14.63 | 241.2 | 73.52 | 31.2 | 9.51 | https://historicbridges.org/georgia/cg1860bridge/little_cg1860bridge04491_2_3_tonemapped_small.jpg | https://historicbridges.org/georgia/cg1860bridge/little_cg1860bridge04491_2_3_tonemapped.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=georgia/cg1860bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.078300,-81.103310 | |||||||||||||
| 5026 | Tomhannock Creek Railroad Bridge | An unusual arch bridge was one of a number built by the Fitchburg Railroad. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 42.891220 | -73.608860 | Railroad (Former Fitchburg Railroad) | Tomhannock Creek | Schaghticoke | Rensselaer County, New York | New York | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1900 | 0 | Unknown | 5 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/tomhannock/little_sany0189_small.jpg | https://historicbridges.org/newyork/tomhannock/little_sany0189.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/tomhannock/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.891220,-73.608860 | |||||||||||||||
| 5027 | Charlotte Highway Bridge | Centerline Bridge | This is one of only three Whipple trusses in Michigan and was moved to Historic Bridge Park where it is part of an iconic entrance to the park. The technical description of the main or most noteworthy span of the bridge is a 173 ft (52.73 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Buckeye Bridge Works of Cleveland, Ohio. Special note about bridge location: The above map shows the current location of the bridge. The bridge originally crossed the Grand River on Charlotte Highway, Ionia County, Michigan, | 42.291340 | -85.114920 | Bridge Park Trail | Bridge Park Drive | Rural | Calhoun County, Michigan | Michigan | United States | The above map shows the current location of the bridge. The bridge originally crossed the Grand River on Charlotte Highway, Ionia County, Michigan, | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 11 | 1 | 0 | 0 | 1886 | 2007 | Buckeye Bridge Works of Cleveland, Ohio | 8 | 9 | 173 | 52.73 | 176.8 | 53.89 | 14.4 | 4.39 | https://historicbridges.org/truss/charlotte/little_p2280944_small.jpg | https://historicbridges.org/truss/charlotte/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/charlotte/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.291340,-85.114920 | ||||||||||||
| 5029 | Bauer Road Bridge | One of the oldest truss bridges in Michigan, this ornate bridge was moved to Historic Bridge Park. The technical description of the main or most noteworthy span of the bridge is a 89 ft (27.13 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania. Special note about bridge location: The above map shows the current location of the bridge. The bridge originally crossed the Looking Glass River on Bauer Road, Clinton County, Michigan. | 42.291340 | -85.113190 | Bridge Park Trail | Dickinson Creek | Rural | Calhoun County, Michigan | Michigan | United States | The above map shows the current location of the bridge. The bridge originally crossed the Looking Glass River on Bauer Road, Clinton County, Michigan. | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1880 | 0 | Penn Bridge Company of Beaver Falls, Pennsylvania | 7 | 8 | 89 | 27.13 | 89 | 27.13 | 16 | 4.88 | https://historicbridges.org/truss/bauer/little_p2280856_small.jpg | https://historicbridges.org/truss/bauer/little_p2280856.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/bauer/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.291340,-85.113190 | |||||||||||||
| 5031 | Gale Road Bridge | This rare skewed through truss was moved to Historic Bridge Park. The technical description of the main or most noteworthy span of the bridge is a 118 ft (35.97 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Lafayette Bridge Company of Lafayette, Indiana. Special note about bridge location: The above map shows the current location of the bridge. The bridge originally crossed the Grand River on Gale Road, Ingham County, Michigan | 42.290770 | -85.113570 | Bridge Park Trail | Dickinson Creek | Rural | Calhoun County, Michigan | Michigan | United States | The above map shows the current location of the bridge. The bridge originally crossed the Grand River on Gale Road, Ingham County, Michigan | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1897 | 0 | Lafayette Bridge Company of Lafayette, Indiana | 7 | 8 | 118 | 35.97 | 118 | 35.97 | 14.4 | 4.39 | https://historicbridges.org/truss/gale/little_p2280792_small.jpg | https://historicbridges.org/truss/gale/little_p2280792.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/gale/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.290770,-85.113570 | |||||||||||||
| 5032 | 20 Mile Road Bridge | This riveted pony truss was moved to Historic Bridge Park where it has been preserved. The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: The above map shows the current location of the bridge. The bridge originally crossed the St. Joseph River on 20 Mile Road, Calhoun County, Michigan | 42.290560 | -85.113980 | Bridge Park Trail | Dickinson Creek | Rural | Calhoun County, Michigan | Michigan | United States | The above map shows the current location of the bridge. The bridge originally crossed the St. Joseph River on 20 Mile Road, Calhoun County, Michigan | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1906 | 0 | Unknown | 6 | 6 | 64 | 19.51 | 64 | 19.51 | 15.4 | 4.69 | https://historicbridges.org/truss/20mile/little_p2280702_small.jpg | https://historicbridges.org/truss/20mile/little_p2280702.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/20mile/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.290560,-85.113980 | |||||||||||||
| 5033 | 133rd Avenue Bridge | This impressive half-hip Pratt pony was moved to Historic Bridge Park. The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Michigan Bridge Company of Portland, Michigan. Special note about bridge location: The above map shows the current location of the bridge. The bridge originally crossed the Rabbit River on 133rd Avenue, Allegan County, Michigan | 42.290570 | -85.114640 | Bridge Park Trail | Dickinson Creek | Rural | Calhoun County, Michigan | Michigan | United States | The above map shows the current location of the bridge. The bridge originally crossed the Rabbit River on 133rd Avenue, Allegan County, Michigan | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1897 | 1999 | Michigan Bridge Company of Portland, Michigan | 6 | 8 | 64 | 19.51 | 66 | 20.12 | 14 | 4.27 | https://historicbridges.org/truss/133rd/little_p2280677_small.jpg | https://historicbridges.org/truss/133rd/little_p2280677.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/133rd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.290570,-85.114640 | |||||||||||||
| 5034 | Marantette Bridge | Railroad Street Bridge | This bridge deserves to be restored as it is an unaltered pin-connected Pratt truss of considerable span length. The technical description of the main or most noteworthy span of the bridge is a 139 ft (42.37 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. | 42.000060 | -85.458200 | Railroad Street | St. Joseph River | Mendon | St. Joseph County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 0 | 0 | Massillon Bridge Company of Massillon, Ohio | 7 | 8 | 139 | 42.37 | 141 | 42.98 | 16 | 4.88 | https://historicbridges.org/truss/railroad/little_p1810375_small.jpg | https://historicbridges.org/truss/railroad/little_p1810492.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/railroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.000060,-85.458200 | |||||||||||||
| 5040 | Burk's Bridge | Concession Road 5 Bridge | This beautiful concrete bowstring arch bridge is a heritage bridge that appears to remain in good condition. The technical description of the main or most noteworthy span of the bridge is a concrete Rainbow through arch, fixed. The bridge was primarily built by R. A. Blyth. The bridge was primarily designed by W. A. Spellman. | 44.093400 | -79.918820 | Concession Road 5 | Nottawasaga River | Rural | Simcoe County, Ontario | Ontario | Canada | Concrete | Rainbow | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1934 | 0 | R. A. Blyth | W. A. Spellman | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/concessionroad5/little_p1560694_small.jpg | https://historicbridges.org/ontario/concessionroad5/little_p1560694.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/concessionroad5/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.093400,-79.918820 | |||||||||||||
| 5042 | Panther Hollow Bridge | One of two rare and impressive deck arch bridges in Schenley Park that feature stone arch approach spans as well. The technical description of the main or most noteworthy span of the bridge is a 360 ft (109.73 m) metal three-hinged Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily built by Shultz Bridge and Iron Works of Pittsburgh, Pennsylvania. The bridge was primarily designed by Henry B. Rust. | 40.437020 | -79.946710 | Schenley Drive | Panther Hollow | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Solid Ribbed Spandrel Braced | Three-Hinged | Deck | Arch | Fixed | 0 | 1 | Stone | Elliptical | Deck | Arch | Fixed | 0 | 4 | 1897 | 1999 | Shultz Bridge and Iron Works of Pittsburgh, Pennsylvania | Henry B. Rust | 9 | 9 | 360 | 109.73 | 640 | 195.07 | 39 | 11.89 | https://historicbridges.org/pennsylvania/pantherhollow/little_pict5351_small.jpg | https://historicbridges.org/pennsylvania/pantherhollow/little_pict5351.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pantherhollow/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.437020,-79.946710 | ||||||||
| 5047 | Neville Island Railroad Bridge | Pittsburgh, Chartiers and Youghiogheny Railroad Bridge | This bridge is unusual because it includes both a Pennsylvania and double-intersection Warren truss span. The technical description of the main or most noteworthy span of the bridge is a 260 ft (79.25 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Unknown. | 40.492230 | -80.082150 | Railroad (Ohio Central) | Ohio River Back Channel | Neville Township | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 0 | 1 | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 0 | 0 | 1894 | 0 | Unknown | 8 | 7 | 260 | 79.25 | 800 | 243.84 | 0 | 0 | https://historicbridges.org/pennsylvania/nevilleislandrr/bkg_swpenn0239_small.jpg | https://historicbridges.org/pennsylvania/nevilleislandrr/swpenn070256.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/nevilleislandrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.492230,-80.082150 | |||||||
| 5048 | Jackson Street Bridge | Bridge Street Bridge | This beautiful bridge is one of the narrower two-lane Scherzer rolling lift bridges in Joliet. The technical description of the main or most noteworthy span of the bridge is a 166 ft (50.6 m) metal rivet-connected Pratt through truss, movable: double leaf bascule, Rolling Lift. The bridge was primarily built by Mississippi Valley Structural Steel Company. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. | 41.531780 | -88.084730 | Jackson Street (Bridge Street) | Des Plaines River | Joliet | Will County, Illinois | Illinois | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Movable: Double Leaf Bascule | Rolling Lift | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 2 | 1933 | 1985 | Mississippi Valley Structural Steel Company | Scherzer Rolling Lift Bridge Company of Chicago, Illinois | 7 | 7 | 166 | 50.6 | 284 | 86.56 | 24 | 7.32 | https://historicbridges.org/illinois/jackson/little_pict0803_small.jpg | https://historicbridges.org/illinois/jackson/little_pict0803.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/jackson/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.531780,-88.084730 | |||||||
| 5049 | Cass Street Bridge | One of the two truss bascule bridges that each carry a direction of US-30 The technical description of the main or most noteworthy span of the bridge is a 174 ft (53.04 m) metal rivet-connected Pratt through truss, movable: double leaf bascule, Rolling Lift. The bridge was primarily built by Independent Bridge Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. | 41.527730 | -88.086230 | Westbound US-30 (Cass Street, Western Avenue) | Des Plaines River | Joliet | Will County, Illinois | Illinois | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Movable: Double Leaf Bascule | Rolling Lift | 0 | 1 | 0 | 4 | 1933 | 1985 | Independent Bridge Company of Pittsburgh, Pennsylvania | Scherzer Rolling Lift Bridge Company of Chicago, Illinois | 7 | 7 | 174 | 53.04 | 294 | 89.61 | 42 | 12.8 | https://historicbridges.org/illinois/cass/little_pict0801_small.jpg | https://historicbridges.org/illinois/cass/little_pict0801.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/cass/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.527730,-88.086230 | ||||||||||||
| 5050 | Ruby Street Bridge | Historic US Route 66 Bridge | This is Joliet's only trunnion bascule bridge, and it is part of old US-66. The technical description of the main or most noteworthy span of the bridge is a 257 ft (78.33 m) metal rivet-connected Pratt pony truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Unknown. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. | 41.536630 | -88.082970 | Historic US-66 (Ruby Street, Columbia Street, IL-53) | Des Plaines River | Joliet | Will County, Illinois | Illinois | United States | Metal | Pratt | Rivet-Connected | Pony | Truss | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | 0 | 3 | 1935 | 1972 | Unknown | Scherzer Rolling Lift Bridge Company of Chicago, Illinois | 7 | 7 | 257 | 78.33 | 396 | 120.7 | 44 | 13.41 | https://historicbridges.org/illinois/ruby/little_pict0827_small.jpg | https://historicbridges.org/illinois/ruby/little_pict0827.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/ruby/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.536630,-88.082970 | |||||||||||
| 5051 | Belle Isle Bridge | Douglas MacArthur Bridge | A rare centilevered concrete arch, this is the longest concrete deck arch bridge in Michigan, over 2000 feet in length and 19 spans! The technical description of the main or most noteworthy span of the bridge is a 134.8 ft (41.09 m) concrete cantilever Open Spandrel deck arch, fixed. The bridge was primarily built by Greiling Brothers Construction Company of Green Bay, Wisconsin. The bridge was primarily designed by Lewis Merritt Gram. | 42.342430 | -82.998490 | East Grand Boulevard | Detroit River | Detroit | Wayne County, Michigan | Michigan | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | Cantilever | 19 | 0 | 0 | 1923 | 1998 | Greiling Brothers Construction Company of Green Bay, Wisconsin | Lewis Merritt Gram | 8 | 9 | 134.8 | 41.09 | 2356 | 718.11 | 61 | 18.59 | https://historicbridges.org/other/belle/little_dscf7725_small.jpg | https://historicbridges.org/other/belle/little_zimg2022_20220529_102614.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/belle/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.342430,-82.998490 | ||||||||||||
| 5052 | ! | Sugarcreek Railroad Bridge | This is a beautiful railroad bridge with attractive portal and sway bracing, and is located right next to a highway truss! The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 41.418660 | -79.875680 | Railroad (Norfolk Southern, Former Atlantic and Great Western) | Sugar Creek | Sugarcreek | Venango County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/sugarcreekrr/little_pict8238_small.jpg | https://historicbridges.org/pennsylvania/sugarcreekrr/little_pict8238.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/sugarcreekrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.418660,-79.875680 | |||||||||||||
| 5059 | Dorset Bridge | This bridge is noted for its very unusual hump-back design, which increased clearance for boats. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Western Bridge and Equipment Company of Chatham, Ontario. | 45.245210 | -78.894260 | Main Street (CR-39) | Dorset Narrows | Dorset | Muskoka District, Ontario and Haliburton County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1907 | 2017 | Western Bridge and Equipment Company of Chatham, Ontario | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/dorset/little_img_4573_small.jpg | https://historicbridges.org/ontario/dorset/little_img_4573.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/dorset/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.245210,-78.894260 | |||||||||||
| 5063 | McPherson Bridge | Concession Road 8 Bridge | One of two nearly identical bridges in Bruce County, that likely share a common history, and otherwise may be unique among bridges in Canada. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal rivet-connected Lattice (Quadruple Warren) pony truss, fixed. The bridge was primarily built by Unknown. | 44.010310 | -81.352580 | Concession Road 8 | Teeswater River | South Bruce | Bruce County, Ontario | Ontario | Canada | Metal | Lattice (Quadruple Warren) | Rivet-Connected | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 9 | 9 | 110 | 33.53 | 110 | 33.53 | 0 | 0 | https://historicbridges.org/ontario/concessionroad8/little_concessionroad80518_small.jpg | https://historicbridges.org/ontario/concessionroad8/little_concessionroad80584.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/concessionroad8/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.010310,-81.352580 | |||||||||||||
| 5066 | Prospect Street Bridge | This non-historic modern truss bridge provides a dialog on the ethics of modern truss bridge use. The technical description of the main or most noteworthy span of the bridge is a 266.7 ft (81.29 m) metal bolt-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 43.164770 | -78.700940 | Prospect Street | Erie Canal (New York State Barge Canal) | Lockport | Niagara County, New York | New York | United States | Metal | Warren | Bolt-Connected | Through | Truss | Fixed | 0 | 1 | 0 | 0 | 2005 | 0 | American Bridge Company of New York, New York | 0 | 0 | 266.7 | 81.29 | 272.7 | 83.12 | 29.5 | 8.99 | https://historicbridges.org/truss/prospect/little_pict6288_small.jpg | https://historicbridges.org/truss/prospect/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/prospect/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.164770,-78.700940 | ||||||||||||||
| 5072 | Concession Road 8 Bridge | This bridge is a rare pin-connected truss bridge and has some unusual details. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 44.174960 | -81.262980 | Concession Road 8 | Teeswater River | Brockton | Bruce County, Ontario | Ontario | Canada | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 0 | 0 | Unknown | 8 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/concessionroad8chepstow/little_concessionroad8chepstow0762_small.jpg | https://historicbridges.org/ontario/concessionroad8chepstow/little_concessionroad8chepstow0762.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/concessionroad8chepstow/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.174960,-81.262980 | ||||||||||||||
| 5073 | Sanctuary Line Bridge | This rare pin-connected truss bridge is abandoned in a nature preserve. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 43.614110 | -81.461310 | Sanctuary Line | South Maitland River | Central Huron | Huron County, Ontario | Ontario | Canada | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 8 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/sanctuaryline/little_img_1468_small.jpg | https://historicbridges.org/ontario/sanctuaryline/little_img_1468.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/sanctuaryline/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.614110,-81.461310 | ||||||||||||||
| 5074 | Abraham Line Bridge | This is a good example of a distinctive style of bridge found in Ontario. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. | 43.844580 | -81.287820 | Abraham Line | Little Maitland River | Morris-Turnberry | Huron County, Ontario | Ontario | Canada | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 0 | 0 | Hamilton Bridge Company of Hamilton, Ontario | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/abrahamline/little_img_1599_small.jpg | https://historicbridges.org/ontario/abrahamline/little_img_1599.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/abrahamline/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.844580,-81.287820 | ||||||||||||||
| 5075 | Pump Station Road Bridge | Hawkins Bridge | Built by a prominent regional company, this bridge with a rare truss configuration is in very poor condition. The technical description of the main or most noteworthy span of the bridge is a 155.8 ft (47.49 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Nelson and Buchanan of Chambersburg, Pennsylvania. | 39.997370 | -80.040850 | Pump Station Road (TR-659) | Tenmile Creek | Rural | Greene County, Pennsylvania | Pennsylvania | United States | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1902 | 1919 | Nelson and Buchanan of Chambersburg, Pennsylvania | 8 | 7 | 155.8 | 47.49 | 159 | 48.46 | 14.4 | 4.39 | https://historicbridges.org/pennsylvania/pumpstation/little_dscf6004_small.jpg | https://historicbridges.org/pennsylvania/pumpstation/little_dscf6004.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pumpstation/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.997370,-80.040850 | |||||||||||||
| 5077 | Whiskey Run Viaduct | Norfolk and Western Railway Bridge | This unusual continuous truss bridge should be a familiar sight to anyone entering or leaving the Pittsburgh area via I-376. The technical description of the main or most noteworthy span of the bridge is a metal continuous (straight chords) rivet-connected Modified Warren (Subdivided) deck truss, fixed. The bridge was primarily built by Unknown. | 40.410760 | -80.073700 | Railroad (Norfolk Southern, Wheeling and Lake Erie) | I-376 (Parkway West) | Carnegie | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Modified Warren (Subdivided) | Rivet-Connected | Deck | Truss | Fixed | 0 | Continuous (Straight Chords) | 0 | Metal | Deck | Girder | Fixed | 0 | 0 | 1904 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/norfolkwestern376/little_p1200716_small.jpg | https://historicbridges.org/pennsylvania/norfolkwestern376/little_p1200716.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/norfolkwestern376/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.410760,-80.073700 | ||||||||
| 5078 | B Line Bridge | This small, traditionally composed structure is largely unaltered. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 44.381540 | -81.275530 | B Line | Snake Creek | Arran-Elderslie | Bruce County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/bline/little_p1020375_small.jpg | https://historicbridges.org/ontario/bline/little_p1020375.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/bline/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.381540,-81.275530 | ||||||||||||||
| 5079 | Snake Creek Private Bridge | This bridge stands out as significant as a documented surviving example of a product by a small, little-known bridge builder. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Corbet Foundry and Machine Company of Owen Sound, Ontario. Special note about bridge location: This bridge appears to be on a private drive, however it is viewable from the adjacent public road. | 44.362660 | -81.200120 | Private Drive | Snake Creek | Arran-Elderslie | Bruce County, Ontario | Ontario | Canada | This bridge appears to be on a private drive, however it is viewable from the adjacent public road. | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1912 | 0 | Corbet Foundry and Machine Company of Owen Sound, Ontario | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/concession10private/little_p1020346_small.jpg | https://historicbridges.org/ontario/concession10private/little_p1020346.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/concession10private/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.362660,-81.200120 | |||||||||||||
| 5080 | Youngs Bridge North | This bridge is one of two nearly identical bridges on the same road crossing the same creek. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Ontario Bridge Company of Toronto, Ontario. | 44.361560 | -81.191590 | Sideroad 15 | Snake Creek | Arran-Elderslie | Bruce County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1939 | 0 | Ontario Bridge Company of Toronto, Ontario | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/youngs_north/little_p1020314_small.jpg | https://historicbridges.org/ontario/youngs_north/little_p1020314.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/youngs_north/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.361560,-81.191590 | ||||||||||||||
| 5081 | Youngs Bridge South | This bridge is one of two nearly identical bridges on the same road crossing the same creek. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Ontario Bridge Company of Toronto, Ontario. | 44.359900 | -81.191090 | Sideroad 15 | Snake Creek | Arran-Elderslie | Bruce County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1939 | 0 | Ontario Bridge Company of Toronto, Ontario | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/youngs_south/little_p1020263_small.jpg | https://historicbridges.org/ontario/youngs_south/little_p1020263.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/youngs_south/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.359900,-81.191090 | ||||||||||||||
| 5082 | Invermay Bridge | This is a very short example of a subdivided double-intersection Warren truss. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Unknown. | 44.462820 | -81.148540 | Concession Road 6 | Sauble River | Invermay (Arran-Elderslie) | Bruce County, Ontario | Ontario | Canada | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/concession6/little_p1020112_small.jpg | https://historicbridges.org/ontario/concession6/little_p1020112.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/concession6/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.462820,-81.148540 | ||||||||||||||
| 5083 | Arranvale Bridge | Stan Dolphin Memorial Bridge | This pony truss is located in a scenic setting right on a bend in the road. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 44.453330 | -81.147420 | Mill Road | Sauble River | Arranvale (Arran-Elderslie) | Bruce County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/millroad/little_p1020166_small.jpg | https://historicbridges.org/ontario/millroad/little_p1020166.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/millroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.453330,-81.147420 | |||||||||||||
| 5084 | McCurdy Bridge | This extremely unusual, significant, and impressive bridge has a highly unusual floorbeam and bottom chord design. The technical description of the main or most noteworthy span of the bridge is a 213 ft (64.92 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by Standard Steel Construction Company of Port Robinson, Ontario. | 44.267540 | -81.215590 | Brant-Elderslie Townline | Saugeen River | Arran-Elderslie | Bruce County, Ontario | Ontario | Canada | Metal | Pennsylvania | Rivet-Connected | Through | Truss | Fixed | 14 | 1 | 0 | 0 | 1913 | 0 | Standard Steel Construction Company of Port Robinson, Ontario | 9 | 9 | 213 | 64.92 | 215 | 65.53 | 14.8 | 4.51 | https://historicbridges.org/ontario/branteldersliesaugeen/little_img_1982_small.jpg | https://historicbridges.org/ontario/branteldersliesaugeen/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/branteldersliesaugeen/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.267540,-81.215590 | ||||||||||||||
| 5085 | Sideroad 25 Bridge | This bridge is a noteworthy documented example of a bridge built by one of a number of smaller Ontario bridge builders. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Dickson Bridge Works Company of Campbellford, Ontario. | 44.295840 | -81.121160 | Sideroad 25 | North Saugeen River | Arran-Elderslie | Bruce County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Dickson Bridge Works Company of Campbellford, Ontario | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/sideroad25/little_p1020842_small.jpg | https://historicbridges.org/ontario/sideroad25/little_p1020842.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/sideroad25/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.295840,-81.121160 | ||||||||||||||
| 5086 | Chesley Railway Bridge | This high level railroad bridge made from British steel has been converted to a trail for non-motorized traffic. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. | 44.297910 | -81.100610 | Railroad (Chesley Heritage Rail-Trail) | North Saugeen River | Chesley (Arran-Elderslie) | Bruce County, Ontario | Ontario | Canada | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | 0 | 0 | Unknown | 5 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/chesleyrailway/little_p1020949_small.jpg | https://historicbridges.org/ontario/chesleyrailway/little_p1020949.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/chesleyrailway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.297910,-81.100610 | ||||||||||||||||
| 5087 | Chesley Bridge | Currently serving a non-motorized trail, this bridge is today the last remaining truss bridge in Chesley, following demolition of another truss. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 44.298480 | -81.099680 | Chesley Heritage Trail | North Saugeen River | Chesley (Arran-Elderslie) | Bruce County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/chesley/little_p1020930_small.jpg | https://historicbridges.org/ontario/chesley/little_p1020930.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/chesley/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.298480,-81.099680 | ||||||||||||||
| 5088 | Kolb Bridge | A traditional riveted Pratt truss on a seasonal road. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: Note that snow is not removed from this road in the winter. | 44.409630 | -81.380800 | Sideroad 13/14 (Sideroad 10) | Mill Creek | Saugeen Shores | Bruce County, Ontario | Ontario | Canada | Note that snow is not removed from this road in the winter. | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/brucemillcreek/little_p1010990_small.jpg | https://historicbridges.org/ontario/brucemillcreek/little_p1010990.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/brucemillcreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.409630,-81.380800 | |||||||||||||
| 5089 | CR-3 Bridge | This bridge with its attractive railings bypassed an older and more significant heritage bridge. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 44.456100 | -81.326040 | CR-3 | Saugeen River | Saugeen Shores | Bruce County, Ontario | Ontario | Canada | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 0 | 0 | 0 | 0 | Unknown | 2 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/cr3/little_p1020098_small.jpg | https://historicbridges.org/ontario/cr3/little_p1020098.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/cr3/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.456100,-81.326040 | |||||||||||||||||
| 5090 | Old CR-3 Bridge | Although Bruce County has an impressive collection of riveted truss bridges, this one stands out for its multi-span configuration. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 44.456570 | -81.325970 | CR-3 (Old Alignment) | Saugeen River | Saugeen Shores | Bruce County, Ontario | Ontario | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 8 | 2 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/oldcr3/little_p1020035_small.jpg | https://historicbridges.org/ontario/oldcr3/little_p1020035.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/oldcr3/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.456570,-81.325970 | ||||||||||||||
| 5091 | Bruce-Saugeen Townline Bridge | CR-11 Bridge | This bridge has the appearance of an unusual pony truss with vertical members, but it appears that the bridge was not always this way. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 44.362580 | -81.411820 | Bruce-Saugeen Townline (CR-11) | Mill Creek | Saugeen Shores | Bruce County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/cr11/little_p1010890_small.jpg | https://historicbridges.org/ontario/cr11/little_p1010890.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/cr11/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.362580,-81.411820 | |||||||||||||
| 5095 | Dudgeon Bridge | This bridge is noted for its extremely unusual and innovative truss span, which was relocated here to replace a previous span. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal rivet-connected Lattice (Quadruple Warren) pony truss, fixed. The bridge was primarily built by Hugh Watt and Thomas French Pearse. | 44.241200 | -81.261060 | Greenock-Brant Road | Teeswater River | Brockton | Bruce County, Ontario | Ontario | Canada | Metal | Lattice (Quadruple Warren) | Rivet-Connected | Pony | Truss | Fixed | 0 | 1 | Concrete | Slab | Fixed | 0 | 2 | 0 | 0 | Hugh Watt and Thomas French Pearse | 9 | 9 | 110 | 33.53 | 160 | 48.77 | 0 | 0 | https://historicbridges.org/ontario/dudgeonbridge/little_dudgeonbridge0799_small.jpg | https://historicbridges.org/ontario/dudgeonbridge/little_dudgeonbridge0799.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/dudgeonbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.241200,-81.261060 | |||||||||||
| 5096 | Sideroad 5 Bridge | A hidden suprise around a couple curves in the road, this small, attractive pony truss turns an otherwise typical rural Ontario sideroad into something special. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 44.311640 | -81.229340 | Sideroad 5 | North Saugeen River | Arran-Elderslie | Bruce County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 7 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/sideroad5/little_p1020485_small.jpg | https://historicbridges.org/ontario/sideroad5/little_p1020485.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/sideroad5/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.311640,-81.229340 | ||||||||||||||
| 5098 | Southampton Bridge | A rare, and relatively late example of continuous deck bridge construction. The technical description of the main or most noteworthy span of the bridge is a metal continuous bolt-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Reginald Arthur Blyth. | 44.500300 | -81.367960 | KH-21 (Albert Street) | Saugeen River | Southampton (Saugeen Shores) | Bruce County, Ontario | Ontario | Canada | Metal | Warren | Bolt-Connected | Deck | Truss | Fixed | 14 | Continuous | 3 | 0 | 0 | 1959 | 0 | Unknown | Reginald Arthur Blyth | 5 | 7 | 0 | 0 | 450 | 137.16 | 0 | 0 | https://historicbridges.org/truss/southampton/little_pict1191_small.jpg | https://historicbridges.org/truss/southampton/little_pict1191.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/southampton/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.500300,-81.367960 | ||||||||||||
| 5099 | Ira Lake Road Bridge | A tiny bridge sits tucked away on a scenic rural road. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. | 45.063520 | -81.409470 | Ira Lake Road | Spring Creek | Northern Bruce Penninsula | Bruce County, Ontario | Ontario | Canada | Concrete | Slab | Fixed | 0 | 1 | 0 | 0 | 1920 | 0 | Unknown | 2 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/concrete/iralake/bkg_ont09_small.jpg | https://historicbridges.org/concrete/iralake/ontario54.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/iralake/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.063520,-81.409470 | |||||||||||||||||
| 5100 | Concession Road 18 Bridge | Painted red, this pony truss is a beautiful feature of this road. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 44.121880 | -80.946450 | Concession Road 18 | Beatty Saugeen River | West Grey | Grey County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/concession18/little_p1030069_small.jpg | https://historicbridges.org/ontario/concession18/little_p1030069.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/concession18/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.121880,-80.946450 | ||||||||||||||
| 5101 | ! | Orchardville Bridge | Although deteriorated, this beautiful rainbow arch bridge remains in place for non-motorized use on old highway alignment. The technical description of the main or most noteworthy span of the bridge is a concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. | 44.065370 | -80.793370 | Orchardville Sideroad (Old KH-6) | Beatty Saugeen River | Orchardville (Southgate) | Grey County, Ontario | Ontario | Canada | Concrete | Rainbow | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1928 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/orchardville/little_p1030167_small.jpg | https://historicbridges.org/ontario/orchardville/little_p1030167.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/orchardville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.065370,-80.793370 | ||||||||||||||
| 5102 | Schoen Bridge | Concession 2 WGR Bridge | This pony truss bridge also features an approach span which is a rolled i-beam girder. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 43.973050 | -80.798010 | Concession 2 WGR | South Saugeen River | West Grey | Grey County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | Metal | Deck | Girder | Fixed | 0 | 1 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/concession2wgr/little_p1030284_small.jpg | https://historicbridges.org/ontario/concession2wgr/little_p1030284.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/concession2wgr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.973050,-80.798010 | |||||||||
| 5105 | Bannerman Bridge | This is a later but traditional example of a riveted pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Ontario Bridge Company of Toronto, Ontario. | 44.069040 | -81.337430 | Concession Road 14 | Teeswater River | South Bruce | Bruce County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 1939 | 0 | Ontario Bridge Company of Toronto, Ontario | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/concessionroad14/little_img_1759_small.jpg | https://historicbridges.org/ontario/concessionroad14/little_img_1759.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/concessionroad14/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.069040,-81.337430 | ||||||||||||||
| 5107 | Sideroad 25 Bridge | Concrete girder bridges such as this one are uncommon in Ontario. The technical description of the main or most noteworthy span of the bridge is a concrete through girder, fixed. The bridge was primarily built by Unknown. | 43.995030 | -81.337380 | Sideroad 25 N | Teeswater River | South Bruce | Bruce County, Ontario | Ontario | Canada | Concrete | Through | Girder | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/sideroad25southbruce/little_img_1693_small.jpg | https://historicbridges.org/ontario/sideroad25southbruce/little_img_1693.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/sideroad25southbruce/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.995030,-81.337380 | ||||||||||||||||
| 5109 | 10th Line Bridge | This skewed pony truss has been closed to vehicular traffic but remains open to pedestrians. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 44.541530 | -80.468590 | 10th Line | Beaver River | Clarksburg (The Blue Mountains) | Grey County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/10thlineclarksburg/little_10thlineclarksburg1776_small.jpg | https://historicbridges.org/ontario/10thlineclarksburg/little_10thlineclarksburg1776.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/10thlineclarksburg/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.541530,-80.468590 | ||||||||||||||
| 5110 | Hudson Bridge | This bridge is a rare surviving example of a bridge built by the Corbet Foundry and Machine Company. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Corbet Foundry and Machine Company of Owen Sound, Ontario. | 44.131520 | -80.972650 | 10th Sideroad SDR | Beatty Saugeen River | West Grey | Grey County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 1913 | 1998 | Corbet Foundry and Machine Company of Owen Sound, Ontario | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/10thsideroadsdr/little_10thsideroadsdr1137_small.jpg | https://historicbridges.org/ontario/10thsideroadsdr/little_10thsideroadsdr1137.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/10thsideroadsdr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.131520,-80.972650 | ||||||||||||||
| 5112 | Artemesia Glenelg Townline Bridge | This small riveted pony truss sits on the edge of the small community of Priceville. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 44.209090 | -80.631320 | Artemesia Glenelg Townline | Saugeen River | Priceville (Grey Highlands and West Grey) | Grey County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 2001 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/artemesiaglenelgtownline/little_artemesiaglenelgtownline1604_small.jpg | https://historicbridges.org/ontario/artemesiaglenelgtownline/little_artemesiaglenelgtownline1604.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/artemesiaglenelgtownline/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.209090,-80.631320 | ||||||||||||||
| 5113 | Baptist Church Road Bridge | This little riveted pony truss is a pleasant suprise for anyone who appreciates an interesting drive. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 44.224680 | -80.725340 | Baptist Church Road | Saugeen River | West Grey | Grey County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/baptistchurchroad/little_img_2247_small.jpg | https://historicbridges.org/ontario/baptistchurchroad/little_img_2247.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/baptistchurchroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.224680,-80.725340 | ||||||||||||||
| 5114 | Concession Road 4 Bridge | This pony truss fits in nicely with the rural, undeveloped wooded setting it resides in. The technical description of the main or most noteworthy span of the bridge is a 98 ft (29.87 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 44.231160 | -80.714500 | Concession Road 4 | Saugeen River | West Grey | Grey County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1930 | 1997 | Unknown | 5 | 5 | 98 | 29.87 | 98 | 29.87 | 0 | 0 | https://historicbridges.org/ontario/concession4glenelgcentre/little_concession4glenelgcentre1496_7_8balanced_small.jpg | https://historicbridges.org/ontario/concession4glenelgcentre/little_concession4glenelgcentre1496_7_8balanced.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/concession4glenelgcentre/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.231160,-80.714500 | ||||||||||||||
| 5115 | McQuarrie Bridge | This bridge retains a builder plaque, that may suggest a common builder for other bridges in the area with similar details but no plaques. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Ontario Bridge Company of Toronto, Ontario. | 44.218460 | -80.664500 | North Line | Saugeen River | West Grey | Grey County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 1928 | 0 | Ontario Bridge Company of Toronto, Ontario | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/northlineroadmiddle/little_northlineroadmiddle1555_6_7fusionnat_small.jpg | https://historicbridges.org/ontario/northlineroadmiddle/little_northlineroadmiddle1555_6_7fusionnat.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/northlineroadmiddle/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.218460,-80.664500 | ||||||||||||||
| 5116 | North Line Bridge | This simple bridge is a regionally rare example of a concrete deck arch bridge and appears to be a very old example as well. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 44.215260 | -80.692390 | North Line | Saugeen River | West Grey | Grey County, Ontario | Ontario | Canada | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1920 | 0 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/northlineroadwest/little_northlineroadwest1538_small.jpg | https://historicbridges.org/ontario/northlineroadwest/little_northlineroadwest1538.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/northlineroadwest/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.215260,-80.692390 | |||||||||||||||
| 5118 | Kennedy Bridge | This unaltered pony truss bridge has been closed to traffic and therefore has an uncertain future. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 44.183810 | -80.944990 | Concession Road 2 NDR | Saugeen River | West Grey | Grey County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1920 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/concessionroad2ndr/little_concessionroad2ndr1351_small.jpg | https://historicbridges.org/ontario/concessionroad2ndr/little_concessionroad2ndr1351.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/concessionroad2ndr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.183810,-80.944990 | ||||||||||||||
| 5119 | Concession Road 4 NDR Bridge | This is a nice riveted through truss in an area whose surviving truss population is mostly pony truss bridges. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 44.210040 | -80.902680 | Concession Road 4 NDR | Saugeen River | West Grey | Grey County, Ontario | Ontario | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/concessionroad4ndr/little_concessionroad4ndr1394_small.jpg | https://historicbridges.org/ontario/concessionroad4ndr/little_concessionroad4ndr1394.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/concessionroad4ndr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.210040,-80.902680 | ||||||||||||||
| 5120 | Saugeen Cedars Bridge | Hawk's Crossing | This unique bridge serves a campground which acquired and relocated a couple different truss spans to form a single bridge here. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: Note that this bridge is located in a campground and not on a public road. Please respect the rights and rules of the owner. | 44.161810 | -80.961610 | Campground Road | Saugeen River | West Grey (Near Hanover) | Grey County, Ontario | Ontario | Canada | Note that this bridge is located in a campground and not on a public road. Please respect the rights and rules of the owner. | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 2 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/saugeencedarsbridge/little_img_2118_small.jpg | https://historicbridges.org/ontario/saugeencedarsbridge/little_img_2118.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/saugeencedarsbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.161810,-80.961610 | ||||||||||||
| 5121 | Old Bridge Road Bridge | This bridge is today closed and essentially bypassed by a nearby highway, but before being closed it took a beating from trucks! The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 44.160530 | -80.949970 | Old Bridge Road | Saugeen River | West Grey | Grey County, Ontario | Ontario | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/oldbridgeroad/little_oldbridgeroad1314_small.jpg | https://historicbridges.org/ontario/oldbridgeroad/little_oldbridgeroad1314.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/oldbridgeroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.160530,-80.949970 | ||||||||||||||
| 5122 | Schenk Bridge | This is a locally uncommon example of a lightweight pony truss design composed of paired angles. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 44.192480 | -80.856510 | Concession Road 2 WGR | Saugeen River | West Grey (Near Durham) | Grey County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/schenkbridge/little_schenkbridge1445_6_7balanced_small.jpg | https://historicbridges.org/ontario/schenkbridge/little_schenkbridge1445_6_7balanced.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/schenkbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.192480,-80.856510 | ||||||||||||||
| 5123 | Euphrasia St. Vincent Townline Bridge | This is a small unaltered concrete bridge on a dead end road. The technical description of the main or most noteworthy span of the bridge is a concrete t-beam, fixed. The bridge was primarily built by Unknown. | 44.535760 | -80.510110 | Euphrasia St. Vincent Townline | Grier Creek | Meaford and Grey Highlands | Grey County, Ontario | Ontario | Canada | Concrete | T-Beam | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 1 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/euphrasiastvincenttownline/little_euphrasiastvincenttownline1756_small.jpg | https://historicbridges.org/ontario/euphrasiastvincenttownline/little_euphrasiastvincenttownline1756.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/euphrasiastvincenttownline/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.535760,-80.510110 | |||||||||||||||||
| 5124 | Harriston Road Bridge | Multi-span rigid-frame bridges like this one are less common than single span examples in Ontario. The technical description of the main or most noteworthy span of the bridge is a concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 43.868690 | -81.159710 | Harriston Road (CR-87, Former KH-87) | Maitland River | Wroxeter (Howick Township) | Huron County, Ontario | Ontario | Canada | Concrete | Rigid-Frame | Fixed | 0 | 3 | 0 | 0 | 0 | 0 | Unknown | 2 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/harristonroadbridge/little_harristonroadbridge0469_small.jpg | https://historicbridges.org/ontario/harristonroadbridge/little_harristonroadbridge0469.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/harristonroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.868690,-81.159710 | |||||||||||||||||
| 5125 | Londesborough Bridge | This is an extremely rare example of a rural open-spandrel concrete arch bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 43.693380 | -81.484210 | CR-4 (Former KH-4) | South Maitland River | Londesborough | Huron County, Ontario | Ontario | Canada | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 1 | Concrete | Deck | Girder | Fixed | 0 | 2 | 1933 | 0 | Unknown | 7 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/kh4londesborough/little_kh4londesborough0196_small.jpg | https://historicbridges.org/ontario/kh4londesborough/little_kh4londesborough0196.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/kh4londesborough/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.693380,-81.484210 | |||||||||||
| 5126 | ! | Kinburn Line Bridge | Retaining original gas pipe railings, this riveted pony truss is in good condition and is noted for its lack of alteration. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 43.565980 | -81.472190 | Kinburn Line | Bayfield River | Huron East | Huron County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/kinburnline/little_kinburnline0095_small.jpg | https://historicbridges.org/ontario/kinburnline/little_kinburnline0095.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/kinburnline/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.565980,-81.472190 | |||||||||||||
| 5127 | MacDonald Road Bridge | This bridge is noteworthy as a documented example of a bridge built by the Stratford Bridge Company. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Stratford Bridge Company of Stratford, Ontario. | 43.372520 | -81.556930 | MacDonald Road | Black Creek | Bluewater | Huron County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Stratford Bridge Company of Stratford, Ontario | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/macdonaldline/little_macdonaldline0002_small.jpg | https://historicbridges.org/ontario/macdonaldline/little_macdonaldline0002.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/macdonaldline/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.372520,-81.556930 | ||||||||||||||
| 5128 | Pont de Québec | Quebec Bridge | One of the most significant and impressive historic bridges in the world, the longest cantilever truss bridge span on the planet! The technical description of the main or most noteworthy span of the bridge is a 1800 ft (548.64 m) metal cantilever pin-connected K-Truss through truss, fixed. The bridge was primarily built by St. Lawrence Bridge Company of Montréal, Québec. The bridge was primarily designed by George Herrick Duggan, Ralph Modjeski, and Others. | 46.745350 | -71.287660 | QC-175 and Railroad (Canadian National) | St. Lawrence River (Fleuve Saint-Laurent) | Québec City and Lévis | Capitale-Nationale, Québec and Chaudiére-Appalaches, Québec | Québec | Canada | Metal | K-Truss | Pin-Connected | Through | Truss | Fixed | 0 | Cantilever | 3 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 0 | 3 | 1917 | 0 | St. Lawrence Bridge Company of Montréal, Québec | George Herrick Duggan, Ralph Modjeski, and Others | 10 | 10 | 1800 | 548.64 | 3239 | 987.25 | 94 | 28.65 | https://historicbridges.org/quebec/quebec/little_p1060429_small.jpg | https://historicbridges.org/quebec/quebec/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/quebec/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.745350,-71.287660 | |||||
| 5129 | Division Street Bridge | One of two completely unaltered, deteriorated, and closed truss bridges in Blue Island. The technical description of the main or most noteworthy span of the bridge is a 289.7 ft (88.3 m) metal bolt-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Alfred Benesch and Associates of Chicago, Illinois. | 41.652750 | -87.670210 | Division Street | Calumet Sag Channel | Blue Island | Cook County, Illinois | Illinois | United States | Metal | Polygonal Warren | Bolt-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 1964 | 2016 | Unknown | Alfred Benesch and Associates of Chicago, Illinois | 4 | 3 | 289.7 | 88.3 | 371 | 113.08 | 30 | 9.14 | https://historicbridges.org/illinois/division/little_p1180700_small.jpg | https://historicbridges.org/illinois/division/little_p1180700.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/division/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.652750,-87.670210 | ||||||||||
| 5130 | Chatham Street Bridge | One of two completely unaltered, deteriorated, and closed truss bridges in Blue Island. The technical description of the main or most noteworthy span of the bridge is a 303.8 ft (92.6 m) metal bolt-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Alfred Benesch and Associates of Chicago, Illinois. | 41.652170 | -87.675450 | Chatham Street | Calumet Sag Channel | Blue Island | Cook County, Illinois | Illinois | United States | Metal | Polygonal Warren | Bolt-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 1964 | 2016 | Unknown | Alfred Benesch and Associates of Chicago, Illinois | 4 | 3 | 303.8 | 92.6 | 385 | 117.35 | 30 | 9.14 | https://historicbridges.org/illinois/chatham/little_p1180751_small.jpg | https://historicbridges.org/illinois/chatham/little_p1180751.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/chatham/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.652170,-87.675450 | ||||||||||
| 5146 | Illinois and Michigan Canal Railroad Bridge | This is a rare double-Warren pony truss bridge that has been abandoned. The technical description of the main or most noteworthy span of the bridge is a 88 ft (26.82 m) metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Unknown. | 41.340990 | -89.014150 | Railroad (Abandoned Chicago, Rock Island and Pacific) | Illinois and Michigan Canal | Utica | La Salle County, Illinois | Illinois | United States | Metal | Double-Intersection Warren | Rivet-Connected | Pony | Truss | Fixed | 7 | 1 | 0 | 0 | 1890 | 0 | Unknown | 6 | 7 | 88 | 26.82 | 88 | 26.82 | 0 | 0 | https://historicbridges.org/illinois/uticacanalbridge/little_uticacanalbridge0148_small.jpg | https://historicbridges.org/illinois/uticacanalbridge/little_uticacanalbridge0148.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/uticacanalbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.340990,-89.014150 | ||||||||||||||
| 5147 | Bernard Street Bridge | This unique foot bridge shows strong evidence that it is a relocated and altered railroad overpass bridge. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Alden and Lassig Bridge and Iron Works of Chicago, Illinois. | 41.971970 | -87.714780 | Bernard Street | North Branch Chicago River | Chicago | Cook County, Illinois | Illinois | United States | Metal | Double-Intersection Warren | Rivet-Connected | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 1885 | 0 | Alden and Lassig Bridge and Iron Works of Chicago, Illinois | 7 | 8 | 70 | 21.34 | 70 | 21.34 | 0 | 0 | https://historicbridges.org/illinois/bernard/little_20150602_063816_small.jpg | https://historicbridges.org/illinois/bernard/little_20150602_063816.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/bernard/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.971970,-87.714780 | ||||||||||||||
| 5154 | Harlem Avenue Railroad Bridge | Santa Fe Railroad Bridge | One of several remaining historically significant center-pivot swing bridges in Chicago. The technical description of the main or most noteworthy span of the bridge is a 364.2 ft (111.01 m) metal pin-connected Pratt through truss, movable: swing, Center Pier. The bridge was primarily built by Keystone Bridge Company of Pittsburgh, Pennsylvania. | 41.805500 | -87.787800 | Railroad (Burlington Northern and Santa Fe, Former Atchison, Topeka and Santa Fe) | Chicago Sanitary and Ship Canal | Forest View | Cook County, Illinois | Illinois | United States | Metal | Pratt | Pin-Connected | Through | Truss | Movable: Swing | Center Pier | 0 | 1 | 0 | 0 | 1899 | 0 | Keystone Bridge Company of Pittsburgh, Pennsylvania | 8 | 7 | 364.2 | 111.01 | 372.5 | 113.54 | 0 | 0 | https://historicbridges.org/illinois/harlemrr/little_harlemrr1309_small.jpg | https://historicbridges.org/illinois/harlemrr/little_harlemrr1305.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/harlemrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.805500,-87.787800 | ||||||||||||
| 5155 | Kedzie Avenue CN Railroad Bridge | Chicago, Madison and Northern Railroad Bridge | The longest swing span in Cook County, this center-pivot swing bridge has an attractive peak at the center of its span, unlike two nearby swing bridges. The technical description of the main or most noteworthy span of the bridge is a 474.2 ft (144.54 m) metal pin-connected Pratt through truss, movable: swing, Center Pier. The bridge was primarily built by Toledo Bridge Company of Toledo, Ohio (Former Smith Bridge Company of Toledo, Ohio). | 41.832420 | -87.702480 | Railroad (Canadian National, Former Chicago, Madison and Northern) | Chicago Sanitary and Ship Canal | Chicago | Cook County, Illinois | Illinois | United States | Metal | Pratt | Pin-Connected | Through | Truss | Movable: Swing | Center Pier | 0 | 1 | 0 | 0 | 1899 | 0 | Toledo Bridge Company of Toledo, Ohio (Former Smith Bridge Company of Toledo, Ohio) | 9 | 9 | 474.2 | 144.54 | 479.4 | 146.12 | 0 | 0 | https://historicbridges.org/illinois/kedziecn/little_p1250776_small.jpg | https://historicbridges.org/illinois/kedziecn/little_p1250776.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/kedziecn/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.832420,-87.702480 | ||||||||||||
| 5157 | Lemont Railroad Bridge | A beautiful 1898 railroad rim-bearing turntable swing bridge is one of a few of swing bridges remaining on the canal. The technical description of the main or most noteworthy span of the bridge is a 259.6 ft (79.13 m) metal pin-connected Pratt through truss, movable: swing, Bobtail. The bridge was primarily built by Keystone Bridge Company of Pittsburgh, Pennsylvania. | 41.679210 | -87.999890 | Railroad (Burlington Northern and Santa Fe, Former Atchison, Topeka and Santa Fe) | Chicago Sanitary and Ship Canal | Lemont | Cook County, Illinois | Illinois | United States | Metal | Pratt | Pin-Connected | Through | Truss | Movable: Swing | Bobtail | 0 | 1 | 0 | 0 | 1898 | 0 | Keystone Bridge Company of Pittsburgh, Pennsylvania | 8 | 8 | 259.6 | 79.13 | 398.5 | 121.46 | 0 | 0 | https://historicbridges.org/illinois/lemont/little_pict0942_small.jpg | https://historicbridges.org/illinois/lemont/little_pict0942.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/lemont/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.679210,-87.999890 | |||||||||||||
| 5158 | Cicero Avenue Railroad Bridge | Chicago and Western Indiana Railroad Bridge | Located near Nerska Junction, this center-pivot swing bridge is one of a few remaining railroad swing bridges on the Sanitary and Ship Canal. The technical description of the main or most noteworthy span of the bridge is a 334.5 ft (101.96 m) metal pin-connected Pratt through truss, movable: swing, Center Pier. The bridge was primarily built by Lassig Bridge and Iron Works of Chicago, Illinois. | 41.820870 | -87.738660 | Railroad (Chicago and Western Indiana, Belt Railway) | Chicago Sanitary and Ship Canal | Chicago | Cook County, Illinois | Illinois | United States | Metal | Pratt | Pin-Connected | Through | Truss | Movable: Swing | Center Pier | 0 | 1 | 0 | 0 | 1899 | 0 | Lassig Bridge and Iron Works of Chicago, Illinois | 8 | 7 | 334.5 | 101.96 | 334.5 | 101.96 | 0 | 0 | https://historicbridges.org/illinois/cicerorr/little_p1250652_small.jpg | https://historicbridges.org/illinois/cicerorr/little_p1250652.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/cicerorr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.820870,-87.738660 | ||||||||||||
| 5159 | Illinois Central Sanitary and Ship Canal Bridge | Kedzie Avenue BNSF Railroad Bridge | One of only a few remaining swing bridges in Cook County. The technical description of the main or most noteworthy span of the bridge is a 322.7 ft (98.36 m) metal pin-connected Pratt through truss, movable: swing, Center Pier. The bridge was primarily built by Keystone Bridge Company of Pittsburgh, Pennsylvania. | 41.828450 | -87.714370 | Railroad (Burlington Northern and Santa Fe, Former Atchison, Topeka and Santa Fe) | Chicago Sanitary and Ship Canal | Chicago | Cook County, Illinois | Illinois | United States | Metal | Pratt | Pin-Connected | Through | Truss | Movable: Swing | Center Pier | 0 | 1 | 0 | 0 | 1899 | 0 | Keystone Bridge Company of Pittsburgh, Pennsylvania | 8 | 8 | 322.7 | 98.36 | 327.7 | 99.88 | 0 | 0 | https://historicbridges.org/illinois/kedziebnsf/little_p1250534_small.jpg | https://historicbridges.org/illinois/kedziebnsf/little_p1250534.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/kedziebnsf/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.828450,-87.714370 | ||||||||||||
| 5161 | Middle Bridge | This stone faced concrete arch bridge is an exceedingly old example of its type and a rare Melan type arch bridge. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 41.780000 | -87.578670 | Hayes Drive | Jackson Park South Lagoon | Chicago | Cook County, Illinois | Illinois | United States | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1902 | 0 | Unknown | 8 | 9 | 70 | 21.34 | 180 | 54.86 | 50 | 15.24 | https://historicbridges.org/illinois/jacksonsouthlagoon/little_p1290341_small.jpg | https://historicbridges.org/illinois/jacksonsouthlagoon/little_p1290341.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/jacksonsouthlagoon/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.780000,-87.578670 | |||||||||||||||
| 5163 | Douglas Park Bridge | This attractive structure has served as a decorative park of a pedestrian walkway for many years. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 41.865030 | -87.698460 | Park Walkway | Park Stream | Chicago | Cook County, Illinois | Illinois | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/douglaspark/little_dscf2980_small.jpg | https://historicbridges.org/illinois/douglaspark/little_dscf2980.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/douglaspark/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.865030,-87.698460 | |||||||||||||||
| 5166 | Murray Street Bridge | A former IN-25 bridge, this truss connects residences to a walking trail and is historically significant structure. The technical description of the main or most noteworthy span of the bridge is a 63.7 ft (19.42 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Elkhart Bridge and Iron Company of Elkhart, Indiana. | 41.572520 | -85.833600 | Murray Street | Millrace Canal (Goshen Hydraulic Canal) | Goshen | Elkhart County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1909 | 1924 | Elkhart Bridge and Iron Company of Elkhart, Indiana | 5 | 7 | 63.7 | 19.42 | 63.7 | 19.42 | 15.6 | 4.75 | https://historicbridges.org/indiana/murray/little_dscf6624_small.jpg | https://historicbridges.org/indiana/murray/little_dscf6624.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/murray/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.572520,-85.833600 | ||||||||||||||
| 5168 | Como Park Foot Bridge | One of two extremely rare examples of a Melan arch in Como park. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by William S. Hewett and Company of Minneapolis, Minnesota. | 44.978410 | -93.146140 | Pedestrian Walkway | Railroad (Abandoned Streetcar) | St. Paul | Ramsey County, Minnesota | Minnesota | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 1 | Concrete | Slab | Fixed | 0 | 2 | 1904 | 2015 | William S. Hewett and Company of Minneapolis, Minnesota | 8 | 8 | 50 | 15.24 | 88 | 26.82 | 15 | 4.57 | https://historicbridges.org/minnesota/comoparkstreetcarmelan/little_comoparkstreetcarmelan4116_small.jpg | https://historicbridges.org/minnesota/comoparkstreetcarmelan/little_comoparkstreetcarmelan4116.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/comoparkstreetcarmelan/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.978410,-93.146140 | ||||||||||||
| 5169 | Tunkhannock Viaduct | Nicholson Bridge | The largest concrete bridge in the world, this enormous bridge has been called a wonder of the world. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Flickwir and Bush of New York, New York. The bridge was primarily designed by Abraham Burton Cohen. | 41.624200 | -75.776570 | Railroad (St Lawrence and Hudson / Norfolk Southern) | Tunkhannock Creek | Nicholson | Wyoming County, Pennsylvania | Pennsylvania | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 12 | 0 | 0 | 1915 | 1940 | Flickwir and Bush of New York, New York | Abraham Burton Cohen | 10 | 10 | 180 | 54.86 | 2375 | 723.9 | 34 | 10.36 | https://historicbridges.org/pennsylvania/tunkhannock/little_tunkhannockviaduct5496_small.jpg | https://historicbridges.org/pennsylvania/tunkhannock/little_tunkhannockviaduct5496.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/tunkhannock/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.624200,-75.776570 | |||||||||||||
| 5170 | Blue Bridge | Grand Rapids and Indiana Railroad Bridge | This gorgeous bridge was restored with visually appropriate railings for pedestrian use, and is used frequently today for function and pleasure. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 42.964580 | -85.675730 | Railroad (Converted To Pedestrian Walk) | Grand River | Grand Rapids | Kent County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 4 | 0 | 1 | 1892 | 2013 | Unknown | 7 | 8 | 125 | 38.1 | 575 | 175.26 | 24 | 7.32 | https://historicbridges.org/truss/grandrail/bkg_mich95_small.jpg | https://historicbridges.org/truss/grandrail/little_p1340424.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/grandrail/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.964580,-85.675730 | |||||||||||||
| 5174 | Cardington Denmark Martel Road Bridge North | This bridge is an extremely rare example of a rivet-connected truss bridge with u-bolt hangers for the floor beams. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by York Bridge Company of York, Pennsylvania. | 40.544430 | -82.919371 | Cardington Denmark Martel Road (CR-28) | Shaw Creek | Rural | Morrow County, Ohio | Ohio | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1910 | 2000 | York Bridge Company of York, Pennsylvania | 7 | 7 | 60 | 18.29 | 62 | 18.9 | 15.4 | 4.69 | https://historicbridges.org/ohio/cr28_5930448/little_cr28_5930448_1700_small.jpg | https://historicbridges.org/ohio/cr28_5930448/little_cr28_5930448_1700.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/cr28_5930448/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.544430,-82.919371 | ||||||||||||||
| 5175 | Ruggles Road Bridge | This is a traditional half-hip Pratt pony truss. The technical description of the main or most noteworthy span of the bridge is a 49 ft (14.94 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. | 40.512850 | -82.643760 | Ruggles Road (TR-178) | North Branch Kokosing River | Rural | Morrow County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 2005 | Massillon Bridge Company of Massillon, Ohio | 6 | 6 | 49 | 14.94 | 50 | 15.24 | 13.8 | 4.21 | https://historicbridges.org/ohio/ruggles_tr178_5933048/little_ruggles_tr178_5933048_426_small.jpg | https://historicbridges.org/ohio/ruggles_tr178_5933048/little_ruggles_tr178_5933048_426.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/ruggles_tr178_5933048/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.512850,-82.643760 | ||||||||||||||
| 5176 | Queen Street Bridge | Riverside Bridge / Queen Street Viaduct | This impressive bridge was built with steel that came from variety of English and Scottish steel mills. The technical description of the main or most noteworthy span of the bridge is a 129 ft (39.32 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Cleveland Bridge and Engineering Company of Darlington, England. | 43.657890 | -79.354260 | Queen Street And TTC Streetcar | Don River, Don Valley Parkway, Bayview Avenue, and Railroad | Toronto | Toronto City, Ontario | Ontario | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | Metal | Deck | Girder | Fixed | 0 | 0 | 1911 | 2002 | Cleveland Bridge and Engineering Company of Darlington, England | 7 | 7 | 129 | 39.32 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/queenstreet/little_queenstreet1237_small.jpg | https://historicbridges.org/ontario/queenstreet/little_queenstreet1237.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/queenstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.657890,-79.354260 | |||||||||
| 5177 | Llano Bridge | Roy B. Inks Bridge | A beautiful, preserved, multispan example of a 1930s standard plan truss in Texas is the centerpiece of this town. The technical description of the main or most noteworthy span of the bridge is a 198.2 ft (60.41 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Austin Bridge Company of Dallas, Texas. | 30.753070 | -98.675840 | TX-16 (TX-71) | Llano River | Llano | Llano County, Texas | Texas | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 9 | 4 | 0 | 2 | 1936 | 2006 | Austin Bridge Company of Dallas, Texas | 6 | 6 | 198.2 | 60.41 | 876 | 267 | 24 | 7.32 | https://historicbridges.org/texas/llano/little_pict8966_small.jpg | https://historicbridges.org/texas/llano/little_pict8966.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/llano/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.753070,-98.675840 | |||||||||||||
| 5189 | ! | Confederation Drive Bridge | This attractive multi-span pony truss is the only truss bridge in Smiths Falls, which has a number of heritage bridges. The technical description of the main or most noteworthy span of the bridge is a 78 ft (23.77 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Locomotive and Machine Company of Montréal, Québec. | 44.897200 | -76.021760 | Confederation Drive | Rideau River (Waste Weir Channel of Rideau Canal) | Smiths Falls | Lanark County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 2 | 0 | 0 | 1904 | 0 | Locomotive and Machine Company of Montréal, Québec | 6 | 7 | 78 | 23.77 | 159 | 48.46 | 16 | 4.88 | https://historicbridges.org/ontario/smithsfallsconfederation/little_smithsfallsconfederation2709_small.jpg | https://historicbridges.org/ontario/smithsfallsconfederation/little_smithsfallsconfederation2709.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/smithsfallsconfederation/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.897200,-76.021760 | |||||||||||||
| 5192 | Brooklyn Bridge | This stunning bridge has been called the most influential bridge in U.S. history. The technical description of the main or most noteworthy span of the bridge is a 1595.5 ft (486.31 m) metal through truss stiffening wire cable suspension, fixed. The bridge was primarily built by New York Bridge Company, Edge Moor Iron Company, J. Lloyd Haigh, and Others. The bridge was primarily designed by Washington Augustus Roebling, John Augustus Roebling, and Others. | 40.705790 | -73.996370 | Adams Street | East River | New York | Brooklyn, New York and Manhattan, New York | New York | United States | Metal | Through Truss Stiffening | Wire Cable | Suspension | Fixed | 0 | 3 | Stone | Semicircular | Deck | Arch | Fixed | 0 | 72 | 1883 | 1994 | New York Bridge Company, Edge Moor Iron Company, J. Lloyd Haigh, and Others | Washington Augustus Roebling, John Augustus Roebling, and Others | 10 | 10 | 1595.5 | 486.31 | 5989 | 1825.45 | 59.7 | 18.2 | https://historicbridges.org/newyork/brooklyn/little_PICT7415_small.jpg | https://historicbridges.org/newyork/brooklyn/little_PICT7420.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/brooklyn/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.705790,-73.996370 | |||||||||
| 5194 | Glen Rock Truss Bridge | While the origins of this long-ago relocated railroad bridge are unclear, yet it is clear that this is a highly significant, very old metal bridge. The technical description of the main or most noteworthy span of the bridge is a 74 ft (22.56 m) metal pin-connected Pratt pony truss, fixed. The bridge was primarily built by Unknown. | 39.797790 | -76.735600 | Sewer Plant Access Road | South Branch Codorus Creek | Glen Rock | York County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Pony | Truss | Fixed | 13 | 1 | 0 | 0 | 0 | 0 | Unknown | 9 | 9 | 74 | 22.56 | 74 | 22.56 | 0 | 0 | https://historicbridges.org/pennsylvania/glenrockrr/little_glenrockrr25_small.jpg | https://historicbridges.org/pennsylvania/glenrockrr/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/glenrockrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.797790,-76.735600 | ||||||||||||||
| 5197 | Sterling Road Bridge | This small through truss was moved from Hillsdale County to Morenci to serve pedestrian traffic. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Toledo Bridge Company of Toledo, Ohio (Former Smith Bridge Company of Toledo, Ohio). | 41.712580 | -84.211390 | M-156 Sidewalk | Silver Creek | Morenci | Lenawee County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 1897 | 2004 | Toledo Bridge Company of Toledo, Ohio (Former Smith Bridge Company of Toledo, Ohio) | 7 | 7 | 80 | 24.38 | 82 | 24.99 | 15.4 | 4.69 | https://historicbridges.org/truss/sterling/little_zimg_20211106_133051_small.jpg | https://historicbridges.org/truss/sterling/little_zimg_20211106_133051.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/sterling/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.712580,-84.211390 | ||||||||||||||
| 5200 | Memorial Bridge | US-31 Manistee Bridge | This impressive bridge is one of the best preserved and ornately decorated bascule bridges in Michigan. The technical description of the main or most noteworthy span of the bridge is a 133 ft (40.54 m) metal Variable Depth deck girder, movable: double leaf bascule, Rolling Lift. The bridge was primarily built by Strom Construction Company. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. | 44.250000 | -86.318610 | US-31 (Cleveland Street / Cypress Street) | Manistee River | Manistee | Manistee County, Michigan | Michigan | United States | Metal | Variable Depth | Deck | Girder | Movable: Double Leaf Bascule | Rolling Lift | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1933 | 2005 | Strom Construction Company | Scherzer Rolling Lift Bridge Company of Chicago, Illinois | 8 | 10 | 133 | 40.54 | 316 | 96.32 | 40 | 12.19 | https://historicbridges.org/michigan/manistee31/little_x-brg_2696_small.jpg | https://historicbridges.org/michigan/manistee31/little_x-brg_2696.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/manistee31/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.250000,-86.318610 | |||||||||
| 5202 | Watkins Glen Iron Foot-Bridge | This nationally significant and unique structure is made of cast and wrought iron. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal Bowstring pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by John L. Foreman. | 42.374350 | -76.876460 | Watkins Glen State Park Trail | Glen Creek | Watkins Glen | Schuyler County, New York | New York | United States | Metal | Bowstring | Pony | Truss | Fixed | 18 | 1 | 0 | 0 | 1870 | 0 | Unknown | John L. Foreman | 10 | 10 | 90 | 27.43 | 90 | 27.43 | 10.6 | 3.23 | https://historicbridges.org/newyork/watkinsglen/bkg_newyork746_small.jpg | https://historicbridges.org/newyork/watkinsglen/newyork2208.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/watkinsglen/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.374350,-76.876460 | ||||||||||||||
| 5203 | Scarlets Mill Bridge | Horseshoe Trail Bridge | Including cast iron vertical members, this is one of the most unique bowstring truss bridges in the United States. The technical description of the main or most noteworthy span of the bridge is a 34.7 ft (10.58 m) metal (cast iron) Bowstring pony truss, fixed. The bridge was primarily built by Philadelphia and Reading Railroad. The bridge was primarily designed by John L. Foreman. Special note about bridge location: This bridge is on a very primitive hiking trail. | 40.219935 | -75.843254 | Horseshoe Trail | Railroad (Abandoned Reading Railroad) | Rural | Berks County, Pennsylvania | Pennsylvania | United States | This bridge is on a very primitive hiking trail. | Metal (Cast Iron) | Bowstring | Pony | Truss | Fixed | 10 | 1 | 0 | 0 | 1881 | 0 | Philadelphia and Reading Railroad | John L. Foreman | 10 | 10 | 34.7 | 10.58 | 36.2 | 11.03 | 11.2 | 3.41 | https://historicbridges.org/pennsylvania/horseshoetrail/little_horseshoetrail6_small.jpg | https://historicbridges.org/pennsylvania/horseshoetrail/little_horseshoetrail6.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/horseshoetrail/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.219935,-75.843254 | ||||||||||||
| 5204 | Upton Road Bridge | Grist Mill Bridge | This is a beautiful bridge in a beautiful setting, and is also historic due to its rarity and integrity. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Detroit Bridge and Iron Works of Detroit, Michigan. | 43.090050 | -84.406160 | Upton Road (Old Alignment) | Maple River | Elsie | Clinton County, Michigan | Michigan | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1901 | 0 | Detroit Bridge and Iron Works of Detroit, Michigan | 8 | 8 | 160 | 48.77 | 160 | 48.77 | 16 | 4.88 | https://historicbridges.org/truss/upton/little_dscf1127_small.jpg | https://historicbridges.org/truss/upton/little_dscf1127.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/upton/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.090050,-84.406160 | |||||||||||||
| 5206 | Stewartstown Railroad Bridge | Valley Road Bridge | Although altered, this bridge is one of the only surviving bridges with Keystone columns and is an rare early iron railroad bridge example. The technical description of the main or most noteworthy span of the bridge is a 107.6 ft (32.8 m) metal pin-connected Pratt pony truss, fixed. The bridge was primarily built by Keystone Bridge Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Jacob Hays Linville. | 39.755250 | -76.609360 | Railroad (Stewartstown Railroad) | Valley Road | Rural | York County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Pony | Truss | Fixed | 10 | 1 | 0 | 0 | 1870 | 0 | Keystone Bridge Company of Pittsburgh, Pennsylvania | Jacob Hays Linville | 9 | 10 | 107.6 | 32.8 | 107.6 | 32.8 | 0 | 0 | https://historicbridges.org/pennsylvania/stewartstownrrvalleyrd/little_stewartstownrrvalleyrd46_small.jpg | https://historicbridges.org/pennsylvania/stewartstownrrvalleyrd/little_stewartstownrrvalleyrd46.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/stewartstownrrvalleyrd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.755250,-76.609360 | ||||||||||||
| 5208 | Hidden Lake Forest Preserve Bridge | Barney Mill Road Bridge, Bryant Avenue Bridge | This is the only known example of a cast and wrought iron bowstring truss in the Chicagoland area. The technical description of the main or most noteworthy span of the bridge is a 48.6 ft (14.81 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 41.825720 | -88.053170 | Forest Preserve Trail | East Branch Du Page River | Downers Grove | DuPage County, Illinois | Illinois | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 2023 | King Bridge Company of Cleveland, Ohio | 9 | 9 | 48.6 | 14.81 | 50 | 15.24 | 11.3 | 3.44 | https://historicbridges.org/illinois/hiddenlake/little_p1280708_small.jpg | https://historicbridges.org/illinois/hiddenlake/little_p1280708.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/hiddenlake/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.825720,-88.053170 | |||||||||||||
| 5209 | Wingham Railway Bridge | A variety of spans were relocated here in 1915 to construct this unique bridge, including a rare pin-connected Warren truss. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 43.892330 | -81.311730 | Railroad (Wingham Community Rail-Trail, Former Canadian National) | Maitland River | Wingham (North Huron) | Huron County, Ontario | Ontario | Canada | Metal | Warren | Pin-Connected | Deck | Truss | Fixed | 10 | 1 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 8 | 3 | 1915 | 1996 | Unknown | 8 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/winghamrailway/little_winghamrailway0419_small.jpg | https://historicbridges.org/ontario/winghamrailway/little_winghamrailway0419.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/winghamrailway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.892330,-81.311730 | ||||||||
| 5210 | Balls Bridge | The local community got behind one of the oldest and most significant heritage bridges in the region, saving it from demolition! The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. | 43.730890 | -81.544690 | Little Lakes Road | Maitland River | Rural | Huron County, Ontario | Ontario | Canada | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 2 | 0 | 0 | 1885 | 2007 | Hamilton Bridge Company of Hamilton, Ontario | 8 | 9 | 125 | 38.1 | 250 | 76.2 | 0 | 0 | https://historicbridges.org/ontario/balls/little_img_1525_small.jpg | https://historicbridges.org/ontario/balls/little_img_1525.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/balls/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.730890,-81.544690 | ||||||||||||||
| 5211 | Water Street Bridge | Wingham Dam | This unusual bridge is now closed, but is also part of a dam. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 43.892890 | -81.310670 | Water Street | Maitland River | Wingham (North Huron) | Huron County, Ontario | Ontario | Canada | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 0 | 0 | 0 | 0 | Unknown | 4 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/winghamwaterstreet/little_winghamwaterstreet0454_5_6vibrant_small.jpg | https://historicbridges.org/ontario/winghamwaterstreet/little_winghamwaterstreet0454_5_6vibrant.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/winghamwaterstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.892890,-81.310670 | ||||||||||||||||
| 5212 | QEW Credit River Bridge | Although widened on both sides in 1960, this bridge remains an impressive example of its type. The technical description of the main or most noteworthy span of the bridge is a concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 43.556540 | -79.610050 | Queen Elizabeth Way (QEW) | Credit River | Mississauga | Peel Region, Ontario | Ontario | Canada | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 7 | Concrete | T-Beam | Fixed | 0 | 0 | 1934 | 2013 | Unknown | 6 | 6 | 0 | 0 | 840 | 256.03 | 94.8 | 28.9 | https://historicbridges.org/ontario/qewcredit/little_day1qewcredit11156_7_8_tonemappedb_small.jpg | https://historicbridges.org/ontario/qewcredit/little_day1qewcredit11156_7_8_tonemappedb.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/qewcredit/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.556540,-79.610050 | ||||||||||||
| 5215 | L | 1st Line Bridge | Nassagaweya 1st Line Bridge | One of a couple overpasses on this section of the 401 that offer a double-span configuration instead of the single span design. The technical description of the main or most noteworthy span of the bridge is a 59 ft (17.98 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 43.477740 | -80.020200 | Nassagaweya 1st Line | KH-401 (King's Highway 401, MacDonald-Cartier Freeway) | Milton | Halton Region, Ontario | Ontario | Canada | Concrete | Rigid-Frame | Fixed | 0 | 2 | 0 | 0 | 1959 | 2014 | Unknown | 3 | 4 | 59 | 17.98 | 118 | 35.97 | 0 | 0 | https://historicbridges.org/ontario/401nassagaweya1stline/little_day1401nassagaweya1stline12066_small.jpg | https://historicbridges.org/ontario/401nassagaweya1stline/little_day1401nassagaweya1stline12066.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/401nassagaweya1stline/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.477740,-80.020200 | |||||||||||||||
| 5216 | L | CR-74 Bridge | One of a shrinking number of remaining attractive heritage overpass bridges crossing this highway with good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 115 ft (35.05 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 42.948000 | -81.103950 | CR-74 (Westchester Bourne) | KH-401 (King's Highway 401, MacDonald-Cartier Freeway) | Rural | Middlesex County, Ontario | Ontario | Canada | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1956 | 1991 | Unknown | 3 | 3 | 115 | 35.05 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/cr74/bkg_cr74_small.jpg | https://historicbridges.org/ontario/cr74/cr74.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/cr74/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.948000,-81.103950 | ||||||||||||||||
| 5217 | Dorchester Road Bridge | One of a number of remaining similar structures, this bridge is both old and unusual as an attractive expressway overpass. The technical description of the main or most noteworthy span of the bridge is a 108.3 ft (33.01 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 42.958460 | -81.060780 | Dorchester Road | KH-401 (King's Highway 401, MacDonald-Cartier Freeway) | Rural | Middlesex County, Ontario | Ontario | Canada | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1955 | 1988 | Unknown | 3 | 3 | 108.3 | 33.01 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/dorchester/bkg_bridge016_small.jpg | https://historicbridges.org/ontario/dorchester/bridge044.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/dorchester/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.958460,-81.060780 | |||||||||||||||||
| 5220 | Glanworth Drive Bridge | This beautiful vintage overpass stands out among the few surviving bridges of this type because of its skew. The technical description of the main or most noteworthy span of the bridge is a 121.4 ft (37 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 42.857700 | -81.271880 | Glanworth Drive | KH-401 (King's Highway 401, MacDonald-Cartier Freeway) | Tempo (Rural) | Middlesex County, Ontario | Ontario | Canada | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1958 | 1992 | Unknown | 4 | 5 | 121.4 | 37 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/glanworthdrive/little_glanworthdrive0429_small.jpg | https://historicbridges.org/ontario/glanworthdrive/little_glanworthdrive0429.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/glanworthdrive/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.857700,-81.271880 | |||||||||||||||||
| 5221 | L | Glen Miller Road Bridge | An example of a less common Ontario rigid frame overpass design which visually has a smooth arch arch, but does not blend into the abutment like other rigid frame bridges. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 44.132690 | -77.582890 | Glen Miller Road | KH-401 (King's Highway 401, MacDonald-Cartier Freeway) | Rural | Hastings County, Ontario | Ontario | Canada | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1957 | 2013 | Unknown | 3 | 3 | 105 | 32 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/glenmiller/little_p1040742_small.jpg | https://historicbridges.org/ontario/glenmiller/little_p1040742.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/glenmiller/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.132690,-77.582890 | ||||||||||||||||
| 5222 | L | Hamilton Hope Boundary Road Bridge | This bridge is noted for its attractive arched superstructure. The technical description of the main or most noteworthy span of the bridge is a 101.7 ft (31 m) concrete slab, fixed. The bridge was primarily built by Unknown. | 43.972220 | -78.274410 | Hamilton Hope Boundary Road | KH-401 (King's Highway 401, MacDonald-Cartier Freeway) | Port Hope | Northumberland County, Ontario | Ontario | Canada | Concrete | Slab | Fixed | 0 | 3 | 0 | 0 | 1960 | 2006 | Unknown | 3 | 3 | 101.7 | 31 | 213.2 | 64.98 | 0 | 0 | https://historicbridges.org/ontario/hamiltonhope/little_hamiltonhopeboundary4596_small.jpg | https://historicbridges.org/ontario/hamiltonhope/little_hamiltonhopeboundary4596.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/hamiltonhope/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.972220,-78.274410 | ||||||||||||||||
| 5224 | L | Mill Street Bridge | This bridge displays an uncommon appearance among surviving rigid frame overpass bridges. The technical description of the main or most noteworthy span of the bridge is a 33.5 ft (10.21 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 43.910620 | -78.585720 | Mill Street (RR-17) | KH-401 (King's Highway 401, MacDonald-Cartier Freeway) | Newcastle | Durham Region, Ontario | Ontario | Canada | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1958 | 0 | Unknown | 4 | 4 | 33.5 | 10.21 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/clarington/little_p1580337_small.jpg | https://historicbridges.org/ontario/clarington/little_p1580337.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/clarington/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.910620,-78.585720 | ||||||||||||||||
| 5225 | L | Morgans Corners Road Bridge | An example of a less common Ontario rigid frame overpass design which visually has a smooth arch arch, but does not blend into the abutment like other rigid frame bridges. The technical description of the main or most noteworthy span of the bridge is a 31 ft (9.45 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 43.922480 | -78.528290 | Morgans Corners Road | KH-401 (King's Highway 401, MacDonald-Cartier Freeway) | Clarington | Durham Region, Ontario | Ontario | Canada | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1958 | 2012 | Unknown | 3 | 3 | 31 | 9.45 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/morganscorners/little_p1040593_small.jpg | https://historicbridges.org/ontario/morganscorners/little_p1040593.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/morganscorners/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.922480,-78.528290 | ||||||||||||||||
| 5234 | L | Watson Road Bridge | One of a couple overpasses on this section of the 401 that offer a double-span configuration instead of the single span design. The technical description of the main or most noteworthy span of the bridge is a 65.6 ft (19.99 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 43.468250 | -80.074760 | Watson Road | KH-401 (King's Highway 401, MacDonald-Cartier Freeway) | Puslinch | Wellington County, Ontario | Ontario | Canada | Concrete | Rigid-Frame | Fixed | 0 | 2 | 0 | 0 | 1959 | 0 | Unknown | 3 | 4 | 65.6 | 19.99 | 131 | 39.93 | 0 | 0 | https://historicbridges.org/ontario/401watsonroad/little_day1401watsonroad12017_small.jpg | https://historicbridges.org/ontario/401watsonroad/little_day1401watsonroad12017.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/401watsonroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.468250,-80.074760 | ||||||||||||||||
| 5241 | Doon Village Road Bridge East | Schneider Creek Bridge East | One of two nearly identical concrete arch bridges on this section of road. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 43.388500 | -80.423270 | Doon Village Road | Schneider Creek | Kitchener | Waterloo Region, Ontario | Ontario | Canada | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1929 | 0 | Unknown | 5 | 5 | 0 | 0 | 65.6 | 19.99 | 26.6 | 8.11 | https://historicbridges.org/ontario/schneidercreekbridgeeast/little_day1schneidercreekbridgeeast11020_small.jpg | https://historicbridges.org/ontario/schneidercreekbridgeeast/little_day1schneidercreekbridgeeast11020.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/schneidercreekbridgeeast/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.388500,-80.423270 | ||||||||||||||
| 5242 | Doon Village Road Bridge West | Schneider Creek Bridge West | One of two nearly identical concrete arch bridges on this section of road. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 43.388640 | -80.425510 | Doon Village Road | Schneider Creek | Kitchener | Waterloo Region, Ontario | Ontario | Canada | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1929 | 0 | Unknown | 5 | 5 | 0 | 0 | 60 | 18.29 | 26.6 | 8.11 | https://historicbridges.org/ontario/schneidercreekbridgewest/little_day1schneidercreekbridgewest10988_small.jpg | https://historicbridges.org/ontario/schneidercreekbridgewest/little_day1schneidercreekbridgewest10988.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/schneidercreekbridgewest/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.388640,-80.425510 | ||||||||||||||
| 5244 | ! | Fullerton Avenue Railroad Overpass | This is a representative example of several similar railroad overpass bridges in this area on this line slated for demolition and replacement. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal continuous through girder, fixed. The bridge was primarily built by Unknown. | 41.925110 | -87.671710 | Railroad (Metra Union Pacific North) | Fullerton Avenue | Chicago | Cook County, Illinois | Illinois | United States | Metal | Through | Girder | Fixed | 0 | Continuous | 3 | 0 | 0 | 1899 | 0 | Unknown | 2 | 1 | 60 | 18.29 | 96 | 29.26 | 0 | 0 | https://historicbridges.org/illinois/fullertonrr/little_p1440937_small.jpg | https://historicbridges.org/illinois/fullertonrr/little_p1440937.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/fullertonrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.925110,-87.671710 | ||||||||||||||
| 5245 | Sohl Avenue Railroad Bridge | This long-abandoned railroad bridge is absolutely buried in the trees although it is not far off the road. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal pin-connected Pratt through truss, movable: swing, Center Pier. The bridge was primarily built by Unknown. | 41.622740 | -87.513670 | Railroad (Former Michigan Central) | Grand Calumet River | Hammond | Lake County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Movable: Swing | Center Pier | 12 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 6 | 150 | 45.72 | 245 | 74.68 | 0 | 0 | https://historicbridges.org/indiana/sohl/little_pict0194_small.jpg | https://historicbridges.org/indiana/sohl/little_pict0194.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/sohl/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.622740,-87.513670 | |||||||||||||
| 5248 | Glen Road Bridge | Buried in the trees, this beautiful and magnificent work of engineering and heritage has recieved little public awareness. The technical description of the main or most noteworthy span of the bridge is a 310 ft (94.49 m) metal one-hinged Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily built by Unknown. | 43.679326 | -79.374516 | Glen Road | Yellow Creek | Toronto | Toronto City, Ontario | Ontario | Canada | Metal | Solid Ribbed Spandrel Braced | One-Hinged | Deck | Arch | Fixed | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 6 | 1927 | 0 | Unknown | 8 | 8 | 310 | 94.49 | 645 | 196.6 | 0 | 0 | https://historicbridges.org/ontario/glenroad/little_glenroad3227_small.jpg | https://historicbridges.org/ontario/glenroad/little_glenroad3227.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/glenroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.679326,-79.374516 | ||||||||||
| 5249 | St. Clair Viaduct | Vale of Avoca | This impressive arch bridge is hard to view and photograph, but is a noteworthy heritage bridge with a well-documented construction. The technical description of the main or most noteworthy span of the bridge is a 260 ft (79.25 m) metal one-hinged Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily built by Canadian Bridge Company of Walkerville, Ontario. | 43.689180 | -79.388830 | St. Clair Avenue | Yellow Creek (Avoca Ravine) | Toronto | Toronto City, Ontario | Ontario | Canada | Metal | Solid Ribbed Spandrel Braced | One-Hinged | Deck | Arch | Fixed | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 2 | 1925 | 2004 | Canadian Bridge Company of Walkerville, Ontario | 8 | 8 | 260 | 79.25 | 509 | 155.14 | 54.1 | 16.49 | https://historicbridges.org/ontario/stclairavenue/little_stclairavenue3403_4_5b_small.jpg | https://historicbridges.org/ontario/stclairavenue/little_stclairavenue3403_4_5b.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/stclairavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.689180,-79.388830 | |||||||||
| 5250 | Bayview Avenue Bridge | This multi-span deck truss bridge was widened with a very similar looking parallel set of trusses in 1960. The technical description of the main or most noteworthy span of the bridge is a 155 ft (47.24 m) metal bolt-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Margison and Babcock. | 43.730230 | -79.381400 | Bayview Avenue | West Branch Don River | Toronto | Toronto City, Ontario | Ontario | Canada | Metal | Warren | Bolt-Connected | Deck | Truss | Fixed | 10 | 0 | Metal | Deck | Girder | Fixed | 0 | 0 | 1929 | 1962 | Unknown | Margison and Babcock | 7 | 6 | 155 | 47.24 | 900 | 274.32 | 0 | 0 | https://historicbridges.org/ontario/bayviewavenuebridge/little_bayviewavenuebridge2875_6_7_tonemapped_small.jpg | https://historicbridges.org/ontario/bayviewavenuebridge/little_bayviewavenuebridge2875_6_7_tonemapped.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/bayviewavenuebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.730230,-79.381400 | |||||||||
| 5251 | Old Bayview Avenue Bridge | This is a long-abandoned arch bridge of simple design, that appears to serve an old highway alignment. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 43.729770 | -79.380670 | Bayview Avenue (Abandoned Alignment) | West Branch Don River | Toronto | Toronto City, Ontario | Ontario | Canada | Concrete | Closed Spandrel | Deck | Arch | Fixed | 10 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/oldbayviewavenuebridge/little_oldbayviewavenuebridge2960_1_2natural_small.jpg | https://historicbridges.org/ontario/oldbayviewavenuebridge/little_oldbayviewavenuebridge2960_1_2natural.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/oldbayviewavenuebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.729770,-79.380670 | |||||||||||||||
| 5252 | Governor's Bridge | This is a large, but simply ornamented example of an uncommon bridge type in Ontario. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Goldie Construction. The bridge was primarily designed by F. G. Engholm. | 43.689800 | -79.369076 | Governors Road | Mud Creek | Toronto | Toronto City, Ontario | Ontario | Canada | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1923 | 2000 | Goldie Construction | F. G. Engholm | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/governorsbridge/little_governorsbridge3104_5_6vibrant_small.jpg | https://historicbridges.org/ontario/governorsbridge/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/governorsbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.689800,-79.369076 | ||||||||||||||
| 5253 | Mt. Pleasant Road Bridge | This is a later but uncommon example of a riveted deck truss bridge with good integrity. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 43.673120 | -79.379720 | Mt. Pleasant Road | Rosedale Ravine, Rosedale Valley Road, Castle Frank Brook | Toronto | Toronto City, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 8 | 3 | 0 | 0 | 1948 | 2012 | Unknown | 6 | 6 | 100 | 30.48 | 440 | 134.11 | 0 | 0 | https://historicbridges.org/ontario/mtpleasantroad/little_mtpleasantroad3294_5_6vibrant_small.jpg | https://historicbridges.org/ontario/mtpleasantroad/little_mtpleasantroad3294_5_6vibrant.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/mtpleasantroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.673120,-79.379720 | ||||||||||||||
| 5254 | Chorley Park Bridge | This attractive arch bridge was originally part of a long-lost Government House complex. The technical description of the main or most noteworthy span of the bridge is a concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 43.686341 | -79.369603 | Pedestrian Walkway | Pedestrian Walkway | Toronto | Toronto City, Ontario | Ontario | Canada | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1911 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/chorleypark/little_chorleypark3131_small.jpg | https://historicbridges.org/ontario/chorleypark/little_chorleypark3131.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/chorleypark/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.686341,-79.369603 | |||||||||||||||
| 5255 | Glen Gardner Bridge | School Street Bridge | Even having served traffic for around 140 years, this nationally significant cast iron bridge is nearly completely unaltered! The technical description of the main or most noteworthy span of the bridge is a 80.1 ft (24.41 m) metal (cast iron) pin-connected Pratt pony truss, fixed. The bridge was primarily built by William Cowin of Lambertville, New Jersey. The bridge was primarily designed by Francis C. Lowthrop. | 40.701240 | -74.943450 | School Street | Spruce Run River | Glen Gardner | Hunterdon County, New Jersey | New Jersey | United States | Metal (Cast Iron) | Pratt | Pin-Connected | Pony | Truss | Fixed | 8 | 1 | 0 | 0 | 1870 | 1992 | William Cowin of Lambertville, New Jersey | Francis C. Lowthrop | 10 | 10 | 80.1 | 24.41 | 84 | 25.6 | 16.4 | 5 | https://historicbridges.org/newjersey/school/little_redoglengardner3397_small.jpg | https://historicbridges.org/newjersey/school/little_redoglengardner3397.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/school/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.701240,-74.943450 | ||||||||||||
| 5256 | Main Street Bridge | The longest and only multi-span example of three nationally significant cast iron bridges in the county. The technical description of the main or most noteworthy span of the bridge is a 85 ft (25.91 m) metal (cast iron) pin-connected Pratt pony truss, fixed. The bridge was primarily built by William Cowin of Lambertville, New Jersey. The bridge was primarily designed by Francis C. Lowthrop. | 40.636030 | -74.912050 | Main Street | South Branch Raritan River | Clinton | Hunterdon County, New Jersey | New Jersey | United States | Metal (Cast Iron) | Pratt | Pin-Connected | Pony | Truss | Fixed | 8 | 2 | 0 | 0 | 1870 | 1938 | William Cowin of Lambertville, New Jersey | Francis C. Lowthrop | 10 | 10 | 85 | 25.91 | 170 | 51.82 | 15.7 | 4.79 | https://historicbridges.org/newjersey/clinton/little_pict4944_small.jpg | https://historicbridges.org/newjersey/clinton/little_pict4944.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/clinton/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.636030,-74.912050 | |||||||||||||
| 5257 | New Hampton Bridge | The oldest example of three nationally significant cast iron bridges in Hunterdon County. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal (cast iron) pin-connected Pratt pony truss, fixed. The bridge was primarily built by William Cowin of Lambertville, New Jersey. The bridge was primarily designed by Francis C. Lowthrop. | 40.720480 | -74.963510 | Shoddy Mill Road (Rymon Road) | Musconetcong River | New Hampton | Hunterdon County, New Jersey and Warren County, New Jersey | New Jersey | United States | Metal (Cast Iron) | Pratt | Pin-Connected | Pony | Truss | Fixed | 8 | 1 | 0 | 0 | 1868 | 1991 | William Cowin of Lambertville, New Jersey | Francis C. Lowthrop | 10 | 9 | 80 | 24.38 | 85 | 25.91 | 16 | 4.88 | https://historicbridges.org/newjersey/newhampton/little_pict4876_small.jpg | https://historicbridges.org/newjersey/newhampton/little_img_1522.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/newhampton/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.720480,-74.963510 | |||||||||||||
| 5258 | Walnut Street Bridge | Pony Bridge / Wagner's Bridge | One of the oldest and most important metal historic bridges in the country, this bridge has numerous unique and amazing details. The technical description of the main or most noteworthy span of the bridge is a 56.2 ft (17.13 m) metal (cast iron) Pratt through truss, fixed. The bridge was primarily built by Beckel Iron Foundry and Machine Shop of Bethlehem, Pennsylvania. The bridge was primarily designed by Francis C. Lowthrop. | 40.572540 | -75.343630 | Pedestrian Walkway | Saucon Creek Mill Race | Hellertown | Northampton County, Pennsylvania | Pennsylvania | United States | Metal (Cast Iron) | Pratt | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 1860 | 1999 | Beckel Iron Foundry and Machine Shop of Bethlehem, Pennsylvania | Francis C. Lowthrop | 10 | 10 | 56.2 | 17.13 | 56.2 | 17.13 | 12.2 | 3.72 | https://historicbridges.org/pennsylvania/hellertownwalnut/little_dscf9786_small.jpg | https://historicbridges.org/pennsylvania/hellertownwalnut/little_dscf9786.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/hellertownwalnut/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.572540,-75.343630 | |||||||||||||
| 5259 | Old Mill Road Bridge | This ancient cast iron bridge is nationally significant as one of the rarest types of bridges, and it has a continuous type design. The technical description of the main or most noteworthy span of the bridge is a 52 ft (15.85 m) metal (cast iron) continuous Pratt full-slope pony truss, fixed. The bridge was primarily built by Beckel Iron Foundry and Machine Shop of Bethlehem, Pennsylvania. The bridge was primarily designed by Francis C. Lowthrop. | 40.561290 | -75.348110 | Old Mill Road | Saucon Creek | Lower Saucon Township | Northampton County, Pennsylvania | Pennsylvania | United States | Metal (Cast Iron) | Pratt | Full-Slope Pony | Truss | Fixed | 5 | Continuous | 1 | 0 | 0 | 1870 | 1948 | Beckel Iron Foundry and Machine Shop of Bethlehem, Pennsylvania | Francis C. Lowthrop | 10 | 9 | 52 | 15.85 | 104 | 31.7 | 13 | 3.96 | https://historicbridges.org/pennsylvania/hellertownoldmill/little_dscf9900_small.jpg | https://historicbridges.org/pennsylvania/hellertownoldmill/little_img_20191102_180056.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/hellertownoldmill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.561290,-75.348110 | |||||||||||||
| 5260 | Old Shiloh Road Bridge | This is an attractive example of a concrete bowstring bridge. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Charles Borromeo Mattaini of Fergus, Ontario. | 44.267400 | -79.194800 | Old Shiloh Road (Concession Road 2) | Pefferlaw Brook | Udora | York Region, Ontario | Ontario | Canada | Concrete | Rainbow | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Charles Borromeo Mattaini of Fergus, Ontario | 7 | 7 | 80 | 24.38 | 80 | 24.38 | 0 | 0 | https://historicbridges.org/ontario/oldshilohroad/little_oldshilohroad2840_1_2balanced_small.jpg | https://historicbridges.org/ontario/oldshilohroad/little_oldshilohroad2840_1_2balanced.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/oldshilohroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.267400,-79.194800 | |||||||||||||||
| 5261 | Locks Bridge | This is a nice looking mid 20th Century truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Camelback through truss, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. | 45.303580 | -79.204020 | Brunel Road (DR-2) | North Branch Muskoka River | Huntsville | Muskoka District, Ontario | Ontario | Canada | Metal | Camelback | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 1 | 1954 | 0 | Hamilton Bridge Company of Hamilton, Ontario | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/locksbridgebrunelroad/little_img_2535_small.jpg | https://historicbridges.org/ontario/locksbridgebrunelroad/little_img_2535.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/locksbridgebrunelroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.303580,-79.204020 | ||||||||||||||
| 5262 | ! | Silver Bridge | Ecclestone Drive Bridge | This bridge has been a symbol and landmark for Bracebridge for many decades. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by Unknown. | 45.039080 | -79.307800 | Ecclestone Drive (DR-16) | North Branch Muskoka River | Bracebridge | Muskoka District, Ontario | Ontario | Canada | Metal | Pennsylvania | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1935 | 2017 | Unknown | 7 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/ecclestonedrivebracebridge/little_ecclestonedrivebracebridge2386_small.jpg | https://historicbridges.org/ontario/ecclestonedrivebracebridge/little_ecclestonedrivebracebridge2386.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/ecclestonedrivebracebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.039080,-79.307800 | |||||||||
| 5263 | Bracebridge Railway Bridge | GTRS Bridge 196 | This is a rare example of a pin-connected deck truss in Ontario. The technical description of the main or most noteworthy span of the bridge is a 154 ft (46.94 m) metal pin-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. | 45.039350 | -79.307580 | Railroad (Canadian National) | North Branch Muskoka River | Bracebridge | Muskoka District, Ontario | Ontario | Canada | Metal | Pratt | Pin-Connected | Deck | Truss | Fixed | 6 | 1 | Metal | Deck | Girder | Fixed | 0 | 10 | 1895 | 0 | Unknown | 7 | 7 | 154 | 46.94 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/bracebridgerailway/little_bracebridgerailway2363_4_5vibrant_small.jpg | https://historicbridges.org/ontario/bracebridgerailway/little_bracebridgerailway2363_4_5vibrant.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/bracebridgerailway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.039350,-79.307580 | |||||||||
| 5264 | Muskoka Falls Bridge | KH-11 Northbound Bridge | This deck truss crosses over an impressive gorge and waterfall. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 45.002270 | -79.302110 | KH-11 Northbound | South Branch Muskoka River | Bracebridge | Muskoka District, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 12 | 2 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1952 | 1988 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/muskokafallsbridge/little_img_2692_small.jpg | https://historicbridges.org/ontario/muskokafallsbridge/little_img_2692.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/muskokafallsbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.002270,-79.302110 | ||||||||||
| 5266 | Huntsville Swing Bridge | This heritage swing bridge forms a centerpiece for Huntsville, and is one of the few preserved heritage truss bridges in Ontario. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal rivet-connected Polygonal Warren pony truss, movable: swing, Center Bearing Center Pier. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. | 45.327620 | -79.214740 | Main Street (DR-2, DR-3) | Muskoka River | Huntsville | Muskoka District, Ontario | Ontario | Canada | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Movable: Swing | Center Bearing Center Pier | 0 | 1 | Concrete | Rigid-Frame | Fixed | 0 | 1 | 1938 | 2000 | Hamilton Bridge Company of Hamilton, Ontario | 7 | 8 | 175 | 53.34 | 240 | 73.15 | 0 | 0 | https://historicbridges.org/ontario/huntsvilleswingbridge/little_huntsvilleswingbridge2048_49_50vibrant_small.jpg | https://historicbridges.org/ontario/huntsvilleswingbridge/little_huntsvilleswingbridge2048_49_50vibrant.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/huntsvilleswingbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.327620,-79.214740 | ||||||||||
| 5267 | Huntsville Railway Bridge | Featuring a combination of truss spans, the main through truss span has an uncommon variation of a Warren truss. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Modified Warren through truss, fixed. The bridge was primarily built by Unknown. | 45.330230 | -79.226440 | Railroad (Canadian National) | Muskoka River | Huntsville | Muskoka District, Ontario | Ontario | Canada | Metal | Modified Warren | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 8 | 2 | 0 | 0 | Unknown | 7 | 7 | 150 | 45.72 | 325 | 99.06 | 0 | 0 | https://historicbridges.org/ontario/huntsvillerailway/little_huntsvillerailroadbridge2069_small.jpg | https://historicbridges.org/ontario/huntsvillerailway/little_huntsvillerailroadbridge2069.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/huntsvillerailway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.330230,-79.226440 | ||||||||
| 5268 | KH-11 Southbound Bridge | Originally a two-way bridge, this truss bridge today is part of a one-way couplet on a major highway. The technical description of the main or most noteworthy span of the bridge is a 148.6 ft (45.29 m) metal rivet-connected Camelback through truss, fixed. The bridge was primarily built by Unknown. | 45.088270 | -79.299990 | KH-11 (Southbound) | North Branch Muskoka River | Bracebridge | Muskoka District, Ontario | Ontario | Canada | Metal | Camelback | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1953 | 2011 | Unknown | 6 | 6 | 148.6 | 45.29 | 150 | 45.72 | 0 | 0 | https://historicbridges.org/ontario/kh11bracebridge/little_kh11bracebridge2288_small.jpg | https://historicbridges.org/ontario/kh11bracebridge/little_kh11bracebridge2288.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/kh11bracebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.088270,-79.299990 | ||||||||||||||
| 5270 | Cannington Foot Bridge | Trootie Street Bridge | This narrow and lightweight pedestrian foot bridge shows signs of alteration, suggesting relocation. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 44.349280 | -79.033930 | Pedestrian Walkway (Trootie Street) | Beaver River | Cannington | Durham Region, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 0 | 0 | 60 | 18.29 | 0 | 0 | https://historicbridges.org/ontario/cannington/little_cannington2737_small.jpg | https://historicbridges.org/ontario/cannington/little_cannington2737.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/cannington/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.349280,-79.033930 | |||||||||||||
| 5271 | KH-11 Railway Overpass | While concrete rigid-frame bridges are common in Ontario, steel rigid-frame bridges like this are not. The technical description of the main or most noteworthy span of the bridge is a 83.7 ft (25.51 m) metal rigid-frame, fixed. The bridge was primarily built by Unknown. | 44.751550 | -79.340260 | KH-11 | Railroad (Canadian National) | Washago | Simcoe County, Ontario | Ontario | Canada | Metal | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1955 | 2017 | Unknown | 6 | 6 | 83.7 | 25.51 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/kh11washago/little_kh11washago2705_small.jpg | https://historicbridges.org/ontario/kh11washago/little_kh11washago2705.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/kh11washago/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.751550,-79.340260 | |||||||||||||||||
| 5273 | 12th of Brant Bridge | This unique bridge has two span each of a different type, and is among the largest heritage bridges in the county. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Unknown. | 44.242860 | -81.182960 | Concession Road 12 | Saugeen River | Brockton | Bruce County, Ontario | Ontario | Canada | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 0 | 1 | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 0 | 1 | 0 | 0 | Unknown | 7 | 8 | 160 | 48.77 | 277 | 84.43 | 14.4 | 4.39 | https://historicbridges.org/ontario/concession12/little_12thofbrantbridge1093_small.jpg | https://historicbridges.org/ontario/concession12/little_12thofbrantbridge1093.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/concession12/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.242860,-81.182960 | ||||||||
| 5275 | Black Bridge | This is an extremely rare example of a rainbow arch with overhead bracing. The technical description of the main or most noteworthy span of the bridge is a concrete Rainbow through arch, fixed. The bridge was primarily built by Charles Borromeo Mattaini of Fergus, Ontario. | 44.545440 | -80.463730 | Clark Street (30th Sideroad) | Beaver River | Clarksburg (The Blue Mountains) | Grey County, Ontario | Ontario | Canada | Concrete | Rainbow | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1923 | 1991 | Charles Borromeo Mattaini of Fergus, Ontario | 8 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/30thside/little_blackbridgeclarksburg1906_small.jpg | https://historicbridges.org/ontario/30thside/little_blackbridgeclarksburg1906.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/30thside/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.545440,-80.463730 | |||||||||||||||
| 5277 | Woodbine Bridge | O'Connor Drive Bridge | This ornate bridge is one of the largest and most significant concrete arch bridges in Ontario! The technical description of the main or most noteworthy span of the bridge is a 172 ft (52.43 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by R. H. McGregor Construction Company. The bridge was primarily designed by Margison and Babcock. | 43.701580 | -79.317180 | O'Connor Drive | Taylor-Massey Creek | Toronto | Toronto City, Ontario | Ontario | Canada | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 1 | Concrete | T-Beam | Fixed | 0 | 0 | 1931 | 2013 | R. H. McGregor Construction Company | Margison and Babcock | 8 | 8 | 172 | 52.43 | 810 | 246.89 | 46 | 14.02 | https://historicbridges.org/ontario/woodbine/little_woodbinebridge3010_1_2vibrant_small.jpg | https://historicbridges.org/ontario/woodbine/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/woodbine/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.701580,-79.317180 | ||||||||||
| 5280 | Watson's Bridge | This is an attractive truss bridge that is an attractive addition to the road it serves, and has been repaired. The technical description of the main or most noteworthy span of the bridge is a 112 ft (34.14 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. | 44.268040 | -81.269430 | Greenock-Elderslie Road | Teeswater River | Arran-Elderslie and Brockton | Bruce County, Ontario | Ontario | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1924 | 0 | Hamilton Bridge Company of Hamilton, Ontario | 6 | 6 | 112 | 34.14 | 113.5 | 34.59 | 14.4 | 4.39 | https://historicbridges.org/ontario/greenockelderslie/little_p1020584_small.jpg | https://historicbridges.org/ontario/greenockelderslie/little_p1020584.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/greenockelderslie/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.268040,-81.269430 | ||||||||||||||
| 5291 | Grand Haven Bascule Bridge | A very large 1960 bascule bridge that carries heavy US-31 traffic. The technical description of the main or most noteworthy span of the bridge is a 226.4 ft (69.01 m) metal Variable Depth deck girder, movable: double leaf bascule, Rolling Lift. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Hazelet and Erdal of Chicago, Illinois. | 43.075350 | -86.217890 | US-31 | Grand River | Grand Haven and Ferrysburg | Ottawa County, Michigan | Michigan | United States | Metal | Variable Depth | Deck | Girder | Movable: Double Leaf Bascule | Rolling Lift | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 6 | 1960 | 2006 | American Bridge Company of New York, New York | Hazelet and Erdal of Chicago, Illinois | 6 | 5 | 226.4 | 69.01 | 692.6 | 211.1 | 78.7 | 23.99 | https://historicbridges.org/other/us31/little_p1540965_small.jpg | https://historicbridges.org/other/us31/little_p1540965.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/us31/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.075350,-86.217890 | |||||||||
| 5292 | Clark Hill Road Bridge | Kausooth Bridge | This is a bridge in a beautiful setting, with a impressive hill right behind it. The technical description of the main or most noteworthy span of the bridge is a 124 ft (37.8 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 39.754390 | -80.605440 | Clark Hill Road | Fish Creek | Rural | Marshall County, West Virginia | West Virginia | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | Metal | Through | Girder | Fixed | 0 | 2 | 0 | 0 | Unknown | 7 | 7 | 124 | 37.8 | 195 | 59.44 | 13.5 | 4.11 | https://historicbridges.org/wvirginia/clarkhill/07march1365_small.jpg | https://historicbridges.org/wvirginia/clarkhill/07march1354.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/clarkhill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.754390,-80.605440 | |||||||||
| 5295 | ! | Middle Gibraltar Road Bridge | A good example of the bizarre Wayne County cantilevered arch bridge design. The technical description of the main or most noteworthy span of the bridge is a 51.8 ft (15.79 m) concrete cantilever Closed Spandrel (Ribbed) deck arch, fixed. The bridge was primarily built by Unknown. | 42.095000 | -83.190360 | Middle Gibraltar Road | Waterway Canal | Gibraltar | Wayne County, Michigan | Michigan | United States | Concrete | Closed Spandrel (Ribbed) | Deck | Arch | Fixed | 0 | Cantilever | 1 | 0 | 0 | 1932 | 0 | Unknown | 7 | 6 | 51.8 | 15.79 | 51.8 | 15.79 | 38 | 11.58 | https://historicbridges.org/michigan/gibraltar/little_dscf8004_small.jpg | https://historicbridges.org/michigan/gibraltar/little_dscf8006.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/gibraltar/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.095000,-83.190360 | |||||||||||||
| 5296 | Higgins Road Bridge | This is a traditionally composed plate girder overpass on altered piers. The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 41.997460 | -87.881240 | Railroad (Canadian Pacific) | Higgins Road (IL-72) | Rosemont and Des Plaines | Cook County, Illinois | Illinois | United States | Metal | Through | Girder | Fixed | 0 | 3 | 0 | 0 | 1934 | 0 | Unknown | 1 | 3 | 64 | 19.51 | 100 | 30.48 | 0 | 0 | https://historicbridges.org/illinois/rosemontrr/little_p1440395_small.jpg | https://historicbridges.org/illinois/rosemontrr/little_p1440395.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/rosemontrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.997460,-87.881240 | ||||||||||||||||
| 5299 | Kent Street Bridge | Portland and Danby Bridge | This large pinned Parker truss is one of only three such highway structures in Michigan. The technical description of the main or most noteworthy span of the bridge is a 219.2 ft (66.81 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Wynkoop and McGormley of Toledo, Ohio. | 42.861160 | -84.917260 | Portland Riverwalk | Grand River | Portland | Ionia County, Michigan | Michigan | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 11 | 1 | 0 | 0 | 1907 | 2003 | Wynkoop and McGormley of Toledo, Ohio | 7 | 8 | 219.2 | 66.81 | 224 | 68.28 | 16 | 4.88 | https://historicbridges.org/truss/kent/little_mar22_5928_small.jpg | https://historicbridges.org/truss/kent/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/kent/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.861160,-84.917260 | |||||||||||||
| 5300 | Normanby Bentinck Townline Bridge | This is a small riveted pony truss with lattice railing. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 44.131000 | -80.967290 | Normanby Bentinck Townline | Beatty Saugeen River | West Grey | Grey County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/normanbybentincktownline/little_normanbybentincktownline1165_small.jpg | https://historicbridges.org/ontario/normanbybentincktownline/little_normanbybentincktownline1165.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/normanbybentincktownline/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.131000,-80.967290 | ||||||||||||||
| 5303 | Adrian Railroad Bridge | A large two-span stone arch bridge built in 1867, this is a very old bridge for Michigan. The technical description of the main or most noteworthy span of the bridge is a 22 ft (6.71 m) stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 41.889680 | -84.046060 | Railroad (Lakeshore and Michigan Southern) | South Branch River Raisin | Adrian | Lenawee County, Michigan | Michigan | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1867 | 0 | Unknown | 6 | 7 | 22 | 6.71 | 75 | 22.86 | 25 | 7.62 | https://historicbridges.org/other/adrianrr/main_small.jpg | https://historicbridges.org/other/adrianrr/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/adrianrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.889680,-84.046060 | |||||||||||||||
| 5305 | Iron Bridge | Spokane Union Pacific Railroad Bridge | This is an extremely rare example of a triple intersection Warren truss, and has been preserved for pedestrians. The technical description of the main or most noteworthy span of the bridge is a 155 ft (47.24 m) metal rivet-connected Lattice (Triple Warren) through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 47.664500 | -117.392120 | Railroad (Rail-Trail) | Spokane River | Spokane | Spokane County, Washington | Washington | United States | Metal | Lattice (Triple Warren) | Rivet-Connected | Through | Truss | Fixed | 10 | 3 | Metal | Through | Girder | Fixed | 0 | 1 | 1902 | 2012 | American Bridge Company of New York, New York | 9 | 9 | 155 | 47.24 | 530 | 161.54 | 0 | 0 | https://historicbridges.org/washington/spokaneironbridge/little_spokaneironbridge13965_small.jpg | https://historicbridges.org/washington/spokaneironbridge/little_spokaneironbridge13965.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/spokaneironbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.664500,-117.392120 | |||||||||
| 5306 | Latah Creek Railroad Bridge | Hangman Creek Railroad Bridge | This is a small riveted railroad deck truss bridge of traditional construction. The technical description of the main or most noteworthy span of the bridge is a 145 ft (44.2 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 47.625280 | -117.436400 | Railroad (BNSF) | Latah Creek (Hangman Creek) | Spokane | Spokane County, Washington | Washington | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 6 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1920 | 0 | American Bridge Company of New York, New York | 6 | 6 | 145 | 44.2 | 245 | 74.68 | 0 | 0 | https://historicbridges.org/washington/hangmancreek/little_hangmancreek0330_small.jpg | https://historicbridges.org/washington/hangmancreek/little_hangmancreek0330.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/hangmancreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.625280,-117.436400 | ||||||||||
| 5308 | Cumberland Valley Railroad Bridge | An extremely long concrete arch bridge that may be reused for a light rail system. The technical description of the main or most noteworthy span of the bridge is a 77 ft (23.47 m) concrete Segmental deck arch, fixed. The bridge was primarily built by Robert Grace Contracting Company. | 40.252840 | -76.884510 | Railroad (Abandoned) | Susquehanna River | Harrisburg | Cumberland County, Pennsylvania and Dauphin County, Pennsylvania | Pennsylvania | United States | Concrete | Segmental | Deck | Arch | Fixed | 0 | 43 | 0 | 0 | 1916 | 0 | Robert Grace Contracting Company | 8 | 8 | 77 | 23.47 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/cumberland_valley_rr/little_pict4261_small.jpg | https://historicbridges.org/pennsylvania/cumberland_valley_rr/little_pict4261.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/cumberland_valley_rr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.252840,-76.884510 | |||||||||||||||
| 5309 | Jamestown Line Bridge | A beautiful structure, this bridge represents an unusual design of truss that was built throughout Ontario. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Unknown. | 42.675590 | -81.037600 | Jamestown Line | Catfish Creek | Central Elgin | Elgin County, Ontario | Ontario | Canada | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/jamestownline/little_brg_0090_1_2_photographic_small.jpg | https://historicbridges.org/ontario/jamestownline/little_brg_0090_1_2_photographic.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/jamestownline/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.675590,-81.037600 | ||||||||||||||
| 5310 | Sparta Line Catfish Creek Bridge | An attractive, unaltered example of a traditionally composed riveted through truss bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 42.702470 | -81.045800 | Sparta Line | Catfish Creek | Central Elgin | Elgin County, Ontario | Ontario | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 2 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 105 | 32 | 210 | 64.01 | 0 | 0 | https://historicbridges.org/ontario/spartaline/little_brg_0405_6_7v_small.jpg | https://historicbridges.org/ontario/spartaline/little_brg_0405_6_7v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/spartaline/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.702470,-81.045800 | ||||||||||||||
| 5311 | Southdale Line Bridge | This short through truss documents an unusual type of bridge built with frequency in Ontario. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Unknown. | 42.746190 | -81.057230 | Southdale Line | Catfish Creek | Central Elgin | Elgin County, Ontario | Ontario | Canada | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/southdaleline/little_p1600400_small.jpg | https://historicbridges.org/ontario/southdaleline/little_p1600400.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/southdaleline/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.746190,-81.057230 | ||||||||||||||
| 5312 | Brouwers Line Bridge | This attractive truss bridge was rehabilitated and is in good condition. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Unknown. | 42.761850 | -81.062330 | Brouwers Line | Catfish Creek | Central Elgin | Elgin County, Ontario | Ontario | Canada | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 0 | 2011 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/brouwersline/little_p1600451_small.jpg | https://historicbridges.org/ontario/brouwersline/little_p1600451.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/brouwersline/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.761850,-81.062330 | ||||||||||||||
| 5314 | Fulton Bridge | This metal truss bridge has a relatively long span length for a truss of its configuration and depth. The technical description of the main or most noteworthy span of the bridge is a 165 ft (50.29 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Unknown. | 42.722100 | -81.236150 | Fulton Bridge Line | Kettle Creek | Southwold | Elgin County, Ontario | Ontario | Canada | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 16 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 165 | 50.29 | 165 | 50.29 | 0 | 0 | https://historicbridges.org/ontario/fultonline/little_brg_8916_7_8v_small.jpg | https://historicbridges.org/ontario/fultonline/little_brg_8916_7_8v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/fultonline/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.722100,-81.236150 | ||||||||||||||
| 5315 | Sutherland Line Bridge | A very short example of an unusual bridge design that was built with some frequency in Ontario. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Unknown. | 42.809740 | -81.178260 | Sutherland Line | Kettle Creek | Central Elgin | Elgin County, Ontario | Ontario | Canada | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/sutherlandline/little_phon_brg_2859_small.jpg | https://historicbridges.org/ontario/sutherlandline/little_phon_brg_2859.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/sutherlandline/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.809740,-81.178260 | ||||||||||||||
| 5317 | Dennis Road Bridge | Dennis Side Road Bridge | This pony truss bridge has a decent span length and unusual plate outriggers. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 42.698770 | -80.829300 | Dennis Road | Big Otter Creek | Bayham | Elgin County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/dennisroad/little_p1600380_small.jpg | https://historicbridges.org/ontario/dennisroad/little_p1600380.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/dennisroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.698770,-80.829300 | |||||||||||||
| 5319 | Blenheim Road Bridge | Silver Bridge | A beautiful and excellent example of this distinctive bridge design. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Reid-Riddell Engineering of Toronto, Ontario. | 43.241690 | -80.507810 | Blenheim Road | Nith River | Rural | Oxford County, Ontario | Ontario | Canada | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1930 | 1996 | Reid-Riddell Engineering of Toronto, Ontario | 6 | 7 | 0 | 0 | 127 | 38.71 | 14.8 | 4.51 | https://historicbridges.org/ontario/blenheim/little_p1040141_small.jpg | https://historicbridges.org/ontario/blenheim/little_p1040141.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/blenheim/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.241690,-80.507810 | |||||||||||||
| 5320 | 6th Street Railroad Bridge | Augusta Railroad Bridge | This bridge has a variety of span types. The technical description of the main or most noteworthy span of the bridge is a 101 ft (30.78 m) metal rivet-connected Warren through truss, movable: single leaf bascule. The bridge was primarily built by Unknown. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. | 33.477740 | -81.959230 | Railroad (Norfolk Southern) | Savannah River | Augusta | Richmond County, Georgia and Aiken County, South Carolina | Georgia and South Carolina | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Single Leaf Bascule | 0 | 6 | 0 | Rolling Lift | 0 | 1912 | 0 | Unknown | Scherzer Rolling Lift Bridge Company of Chicago, Illinois | 7 | 7 | 101 | 30.78 | 0 | 0 | 0 | 0 | https://historicbridges.org/georgia/augustarr/little_dsc_1758_small.jpg | https://historicbridges.org/georgia/augustarr/little_dsc_1758.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=georgia/augustarr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.477740,-81.959230 | |||||||||||
| 5323 | Marthaville Road Bridge | This bridge is an unexpected suprise on this paved Lambton County road. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 42.786980 | -82.171980 | Marthaville Road | Black Creek | Enniskillen Township | Lambton County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 70 | 21.34 | 70 | 21.34 | 0 | 0 | https://historicbridges.org/ontario/marthavilleroad/little_marthavilleroad0022_small.jpg | https://historicbridges.org/ontario/marthavilleroad/little_marthavilleroad0022.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/marthavilleroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.786980,-82.171980 | ||||||||||||||
| 5324 | Mill Street Railway Bridge | This imposing bridge crosses a road and creek at the same time. The technical description of the main or most noteworthy span of the bridge is a 135.5 ft (41.3 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 43.125480 | -80.764550 | Railroad (Canadian National) | Cedar Creek and Mill Street (CR-12) | Woodstock | Oxford County, Ontario | Ontario | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1939 | 0 | Unknown | 6 | 6 | 135.5 | 41.3 | 135.5 | 41.3 | 0 | 0 | https://historicbridges.org/ontario/millstreetrailwaywoodstock/little_millstreetrailwaywoodstock0160_small.jpg | https://historicbridges.org/ontario/millstreetrailwaywoodstock/little_millstreetrailwaywoodstock0160.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/millstreetrailwaywoodstock/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.125480,-80.764550 | ||||||||||||||
| 5325 | Sproules Bridge | Bridge No. A2 | If the construction date given for this bridge is correct, it is one of the oldest of its kind in Canada. The technical description of the main or most noteworthy span of the bridge is a 55 ft (16.76 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. | 43.978950 | -80.231140 | 6th Line | Willow Brook | Amaranth Township | Dufferin County, Ontario | Ontario | Canada | Concrete | Rainbow | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1912 | 0 | Unknown | 6 | 6 | 55 | 16.76 | 55 | 16.76 | 12.8 | 3.9 | https://historicbridges.org/ontario/6thlinenorth/little_6thlinenorth0751_small.jpg | https://historicbridges.org/ontario/6thlinenorth/little_6thlinenorth0751.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/6thlinenorth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.978950,-80.231140 | ||||||||||||||
| 5326 | Red Bridge | This extremely rare pin-connected truss bridge has an uncertain future. The technical description of the main or most noteworthy span of the bridge is a 84 ft (25.6 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 44.049460 | -80.377230 | Southgate Melancthon Townline | Grand River | Melancthon Township and Southgate Township | Dufferin County, Ontario and Grey County, Ontario | Ontario | Canada | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 1920 | Unknown | 8 | 9 | 84 | 25.6 | 84 | 25.6 | 19.7 | 6 | https://historicbridges.org/ontario/southgatemelancthon/little_southgatemelancthon0961_small.jpg | https://historicbridges.org/ontario/southgatemelancthon/little_southgatemelancthon0961.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/southgatemelancthon/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.049460,-80.377230 | ||||||||||||||
| 5327 | Jonston Bridge | This is a small, unaltered concrete bowstring arch bridge. The technical description of the main or most noteworthy span of the bridge is a 52 ft (15.85 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Christie and Beattie. | 43.974760 | -80.230160 | 6th Line | Willow Brook | Amaranth Township | Dufferin County, Ontario | Ontario | Canada | Concrete | Rainbow | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1929 | 0 | Unknown | Christie and Beattie | 8 | 8 | 52 | 15.85 | 52 | 15.85 | 18 | 5.49 | https://historicbridges.org/ontario/6thlinesouth/little_6thlinesouth0692_small.jpg | https://historicbridges.org/ontario/6thlinesouth/little_6thlinesouth0692.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/6thlinesouth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.974760,-80.230160 | ||||||||||||||
| 5328 | 8th Line Bridge | Bridge 9 | This concrete bowstring arch bridge is a tiny jewel along this road. The technical description of the main or most noteworthy span of the bridge is a concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. | 43.771590 | -80.090100 | 8th Line | Erin Branch Credit River | Erin | Wellington County, Ontario | Ontario | Canada | Concrete | Rainbow | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/8thlineerin/little_8thlineerin0616_7_8_tonemappedv_small.jpg | https://historicbridges.org/ontario/8thlineerin/little_8thlineerin0616_7_8_tonemappedv.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/8thlineerin/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.771590,-80.090100 | ||||||||||||||
| 5329 | Sideroad 17 Bridge | Bridge PB024 | This small concrete bowstring arch bridge has been allowed to become very overgrown and buried in gravel. The technical description of the main or most noteworthy span of the bridge is a 29.5 ft (8.99 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. | 43.664830 | -80.689280 | Sideroad 17 | Yatton Creek | Mapleton Township | Wellington County, Ontario | Ontario | Canada | Concrete | Rainbow | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1920 | 0 | Unknown | 7 | 7 | 29.5 | 8.99 | 29.5 | 8.99 | 19.7 | 6 | https://historicbridges.org/ontario/sideroad17/little_sideroad172104_small.jpg | https://historicbridges.org/ontario/sideroad17/little_sideroad172104.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/sideroad17/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.664830,-80.689280 | ||||||||||||||
| 5331 | Sideroad 18 Bridge | Bridge PB025 | One of two small surviving concrete bowstring arch bridges in this township. The technical description of the main or most noteworthy span of the bridge is a 47.2 ft (14.39 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Charles Borromeo Mattaini of Fergus, Ontario. | 43.637860 | -80.658160 | Sideroad 18 | Yatton Creek | Mapleton Township | Wellington County, Ontario | Ontario | Canada | Concrete | Rainbow | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1920 | 0 | Charles Borromeo Mattaini of Fergus, Ontario | 7 | 7 | 47.2 | 14.39 | 47.2 | 14.39 | 18 | 5.49 | https://historicbridges.org/ontario/sideroad18/little_sideroad182222_small.jpg | https://historicbridges.org/ontario/sideroad18/little_sideroad182222.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/sideroad18/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.637860,-80.658160 | ||||||||||||||
| 5335 | Shiloh Bridge | Bridge 3-E | Although its verticals have spalled, this bridge remains an early and excellent example of its type that is deserving of preservation. The technical description of the main or most noteworthy span of the bridge is a 47.6 ft (14.51 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Charles Borromeo Mattaini of Fergus, Ontario. | 43.719170 | -80.261800 | 6th Line | Speed River | Centre-Wellington | Wellington County, Ontario | Ontario | Canada | Concrete | Rainbow | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1919 | 0 | Charles Borromeo Mattaini of Fergus, Ontario | 7 | 8 | 47.6 | 14.51 | 47.6 | 14.51 | 19 | 5.79 | https://historicbridges.org/ontario/6thlinebowstring/little_6thlinebowstring2648_49_50_tonemappedv_small.jpg | https://historicbridges.org/ontario/6thlinebowstring/little_6thlinebowstring2648_49_50_tonemappedv.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/6thlinebowstring/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.719170,-80.261800 | ||||||||||||||
| 5344 | Mercer Street Extension Bridge | This beautiful riveted through truss bridge in a county with few truss bridges is unfortunately fenced off and privately owned. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 40.801600 | -80.131940 | Mercer Street Extension (Private Section) | Connoquenessing Creek | Harmony | Butler County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | Unknown | 5 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/harmonymercer/little_dscf9385_small.jpg | https://historicbridges.org/pennsylvania/harmonymercer/little_dscf9385.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/harmonymercer/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.801600,-80.131940 | |||||||||||
| 5349 | Northampton Street Bridge | One of the most unusual, rarest, and beautiful bridges in the entire region. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal cantilever pin-connected Pratt through truss, fixed. The bridge was primarily built by Union Bridge Company of Athens, Pennsylvania and Buffalo, New York. The bridge was primarily designed by James Madison Porter III. | 40.691490 | -75.203840 | Northampton Street | Delaware River | Easton and Phillipsburg | Northampton County, Pennsylvania and Warren County, New Jersey | New Jersey and Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 12 | Cantilever | 3 | 0 | 0 | 1896 | 2002 | Union Bridge Company of Athens, Pennsylvania and Buffalo, New York | James Madison Porter III | 10 | 10 | 300 | 91.44 | 560 | 170.69 | 32.2 | 9.81 | https://historicbridges.org/newjersey/northampton/little_pict4591_small.jpg | https://historicbridges.org/newjersey/northampton/little_img_1482.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/northampton/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.691490,-75.203840 | ||||||||||||
| 5352 | CR-3 Bridge | Neely Hill Sugar Creek Road | This bridge with a decorative portal detail was bypassed by a new bridge, and allowed to continue standing even though not in use. The technical description of the main or most noteworthy span of the bridge is a 118 ft (35.97 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. | 39.394310 | -81.059860 | CR-3/8 | Sugar Creek | Rural | Pleasants County, West Virginia | West Virginia | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1894 | 0 | Canton Bridge Company of Canton, Ohio | 7 | 7 | 118 | 35.97 | 120 | 36.58 | 15.7 | 4.79 | https://historicbridges.org/wvirginia/cr3/bkg_07march405_small.jpg | https://historicbridges.org/wvirginia/cr3/07march1063.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/cr3/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.394310,-81.059860 | |||||||||||||
| 5353 | Minto Normanby Townline Bridge | This through truss bridge is uncommon in an area noted for small creeks with pony trusses on them. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 43.999930 | -80.874690 | Minto Normanby Townline | South Saugeen River | West Grey and Minto | Grey County, Ontario and Wellington County, Ontario | Ontario | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 0 | 2001 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/mintonormanbytownline/little_mintonormanbytownline1430_small.jpg | https://historicbridges.org/ontario/mintonormanbytownline/little_mintonormanbytownline1430.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/mintonormanbytownline/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.999930,-80.874690 | ||||||||||||||
| 5354 | Concession Road 14 Bridge | Big ugly modern guardrails all but hide this tiny pony truss. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 44.094350 | -80.863660 | Concession Road 14 | Beatty Saugeen River | West Grey | Grey County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/concession14/little_concession141379_small.jpg | https://historicbridges.org/ontario/concession14/little_concession141379.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/concession14/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.094350,-80.863660 | ||||||||||||||
| 5355 | Concession Road 16 Bridge | The bottom chord of this riveted pony truss has been replaced. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 44.111190 | -80.879640 | Concession Road 16 | Beatty Saugeen River | West Grey | Grey County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/concession16/little_concession161390_small.jpg | https://historicbridges.org/ontario/concession16/little_concession161390.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/concession16/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.111190,-80.879640 | ||||||||||||||
| 5356 | Southgate Road 4 Bridge | This bridge stands out among other bridges of this type in the area due to its lack of alteration. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. | 44.010810 | -80.627690 | Southgate Road 4 | South Saugeen River | Southgate | Grey County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 7 | 1 | 0 | 0 | 1930 | 0 | Dominion Bridge Company of Montréal, Québec | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/southgateroad4/little_southgateroad41244_small.jpg | https://historicbridges.org/ontario/southgateroad4/little_southgateroad41235_6_7n.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/southgateroad4/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.010810,-80.627690 | ||||||||||||||
| 5358 | Southgate Road 10 Bridge | This pony truss was apparantly hit by a vehicle and subsequently repaired. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 44.057610 | -80.558450 | Southgate Road 10 | South Saugeen River | Southgate | Grey County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/southgateroad10/little_southgateroad101093_small.jpg | https://historicbridges.org/ontario/southgateroad10/little_southgateroad101093.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/southgateroad10/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.057610,-80.558450 | ||||||||||||||
| 5359 | Southgate Sideroad 47 Bridge | This is a lightweight pony truss bridge in a secluded setting. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 44.000070 | -80.692190 | Southgate Sideroad 47 | South Saugeen River | Southgate | Grey County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/southgatesideroad47/little_southgatesideroad471307_small.jpg | https://historicbridges.org/ontario/southgatesideroad47/little_southgatesideroad471307.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/southgatesideroad47/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.000070,-80.692190 | ||||||||||||||
| 5360 | Southgate Sideroad 57 Bridge | This bridge is a pleasant suprise hiding around the corner. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Standard Steel Construction Company of Port Robinson, Ontario. | 44.028860 | -80.626750 | Southgate Sideroad 57 | South Saugeen River | Southgate | Grey County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Standard Steel Construction Company of Port Robinson, Ontario | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/southgatesideroad57/little_southgatesideroad571229_30_31b_small.jpg | https://historicbridges.org/ontario/southgatesideroad57/little_southgatesideroad571229_30_31b.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/southgatesideroad57/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.028860,-80.626750 | ||||||||||||||
| 5361 | Southgate Sideroad 61 Bridge | This pony truss differs from others documented in the area in that it lacks outriggers. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 44.034170 | -80.601750 | Southgate Sideroad 61 | South Saugeen River | Southgate | Grey County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/southgatesideroad61/little_southgatesideroad611104_small.jpg | https://historicbridges.org/ontario/southgatesideroad61/little_southgatesideroad611104.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/southgatesideroad61/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.034170,-80.601750 | ||||||||||||||
| 5362 | South Saugeen River Private Bridge | This pony truss has been supplemented with what appear to be salvaged roof trusses. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on a private driveway, but is visible from the nearby public road. | 44.031420 | -80.608360 | Private Driveway | South Saugeen River | Southgate | Grey County, Ontario | Ontario | Canada | This bridge is on a private driveway, but is visible from the nearby public road. | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/southgateroad8private/little_southgateroad8private1174_small.jpg | https://historicbridges.org/ontario/southgateroad8private/little_southgateroad8private1174.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/southgateroad8private/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.031420,-80.608360 | |||||||||||||
| 5364 | Winterbourne Bridge | This beautiful heritage bridge is an extremely rare multi-span example of its type. The technical description of the main or most noteworthy span of the bridge is a 153.8 ft (46.88 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by Unknown. | 43.559570 | -80.476690 | Peel Street | Grand River | Woolwich Township | Waterloo Region, Ontario | Ontario | Canada | Metal | Camelback | Pin-Connected | Through | Truss | Fixed | 9 | 2 | 0 | 0 | 1913 | 0 | Unknown | 8 | 8 | 153.8 | 46.88 | 311 | 94.79 | 14 | 4.27 | https://historicbridges.org/ontario/winterbourne/little_p1550977_small.jpg | https://historicbridges.org/ontario/winterbourne/little_p1550977.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/winterbourne/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.559570,-80.476690 | ||||||||||||||
| 5365 | 16 Mile Creek Railway Bridge | This deck truss bridge noted for its very shallow trusses was more recently widened on one side with girders. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 43.450710 | -79.686850 | Railroad (Canadian National and Go Transit) | 16 Mile Creek and Cross Avenue | Oakville | Halton Region, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 8 | 5 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 490 | 149.35 | 0 | 0 | https://historicbridges.org/ontario/16milecreekrailway/little_16milecreekrailway0438_39_40v_small.jpg | https://historicbridges.org/ontario/16milecreekrailway/little_16milecreekrailway0438_39_40v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/16milecreekrailway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.450710,-79.686850 | ||||||||||||||
| 5366 | Black Ash Road Bridge | This bridge has been abandoned, perhaps drawing curious bridge enthusiasts. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.921460 | -82.077540 | Black Ash Road | Bear Creek | Enniskillen Township | Lambton County, Ontario | Ontario | Canada | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 0 | 0 | 0 | 0 | Unknown | 1 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/blackashroad/little_blackashroad0100_small.jpg | https://historicbridges.org/ontario/blackashroad/little_blackashroad0100.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/blackashroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.921460,-82.077540 | |||||||||||||||||
| 5367 | Fairweather Road Bridge | This bridge is nothing spectacular, but appears to have rolled girders with floorbeams supporting the deck. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. | 42.848640 | -82.214290 | Fairweather Road | Bear Creek | Enniskillen Township | Lambton County, Ontario | Ontario | Canada | Metal | Deck | Girder | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | Unknown | 1 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/fairweatherroad/little_fairweatherroad0004_5_6b_small.jpg | https://historicbridges.org/ontario/fairweatherroad/little_fairweatherroad0004_5_6b.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/fairweatherroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.848640,-82.214290 | ||||||||||||||||
| 5368 | 23rd Line Bridge | This is an extremely old surviving example of a concrete arch bridge in Canada. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 43.070790 | -80.977680 | Railroad (Canadian Pacific) | 23rd Line | Zorra | Oxford County, Ontario | Ontario | Canada | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1909 | 0 | Unknown | 7 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/23rdline/little_23rdline0136_small.jpg | https://historicbridges.org/ontario/23rdline/little_23rdline0136.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/23rdline/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.070790,-80.977680 | |||||||||||||||
| 5369 | Southside Park Bridge | This is an old concrete arch bridge in a park setting that has been rehabilitated. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 43.121680 | -80.751120 | Southside Park Road | Cedar Creek | Woodstock | Oxford County, Ontario | Ontario | Canada | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/woodstocksouthsidepark/little_woodstocksouthsidepark0231_small.jpg | https://historicbridges.org/ontario/woodstocksouthsidepark/little_woodstocksouthsidepark0231.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/woodstocksouthsidepark/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.121680,-80.751120 | |||||||||||||||
| 5370 | Princess Elizabeth Bridge | Bridge No. ML7 | The official name and dedication of this bridge is a sure sign that it is not a recent bridge. The technical description of the main or most noteworthy span of the bridge is a 164 ft (49.99 m) metal rivet-connected Camelback through truss, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. | 43.645870 | -80.678110 | CR-12 | Conestogo River | Mapleton Township | Wellington County, Ontario | Ontario | Canada | Metal | Camelback | Rivet-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1947 | 0 | Hamilton Bridge Company of Hamilton, Ontario | 6 | 7 | 164 | 49.99 | 164 | 49.99 | 27.6 | 8.41 | https://historicbridges.org/ontario/wellingtonroad12/little_wellingtonroad122142_small.jpg | https://historicbridges.org/ontario/wellingtonroad12/little_wellingtonroad122142.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/wellingtonroad12/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.645870,-80.678110 | |||||||||||||
| 5371 | Palmerston Bridge | Beautifully preserved as part of a railroad museum, this is one of the largest truss footbridges in Ontario and one of the most iconic bridges in the region. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 43.831880 | -80.848290 | Pedestrian Walkway | Grand Truck Railway Yard | Palmerston (Minto) | Wellington County, Ontario | Ontario | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 12 | 5 | Metal | Deck | Girder | Fixed | 0 | 5 | 1912 | 2008 | Unknown | 8 | 10 | 0 | 0 | 570 | 173.74 | 0 | 0 | https://historicbridges.org/ontario/palmerston/little_palmerston1735_small.jpg | https://historicbridges.org/ontario/palmerston/little_palmerston1735.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/palmerston/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.831880,-80.848290 | ||||||||||
| 5378 | CR-109 Middle Bridge | One of several old and unaltered concrete bridges along this stretch of road, this is the only one that is an arch bridge. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 43.829370 | -80.522780 | CR-109 (Former KH-9) | Conestogo River | Wellington North | Wellington County, Ontario | Ontario | Canada | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1931 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/arthurmiddle/little_arthurmiddle1911_small.jpg | https://historicbridges.org/ontario/arthurmiddle/little_arthurmiddle1911.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/arthurmiddle/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.829370,-80.522780 | |||||||||||||||
| 5379 | CR-109 Far East Bridge | One of several old and unaltered concrete bridges along this stretch of road that document a transition period in Ontario bridge design. The technical description of the main or most noteworthy span of the bridge is a concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 43.834850 | -80.496990 | CR-109 (Former KH-9) | Conestogo River | Wellington North | Wellington County, Ontario | Ontario | Canada | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1934 | 0 | Unknown | 6 | 6 | 0 | 0 | 44.3 | 13.5 | 37.4 | 11.4 | https://historicbridges.org/ontario/arthurfareast/little_arthurfareast1931_small.jpg | https://historicbridges.org/ontario/arthurfareast/little_arthurfareast1931.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/arthurfareast/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.834850,-80.496990 | |||||||||||||||||
| 5380 | CR-109 West Bridge | One of several old and unaltered concrete bridges along this stretch of road that document a transition period in Ontario bridge design. The technical description of the main or most noteworthy span of the bridge is a concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 43.828140 | -80.528530 | CR-109 (Former KH-9) | Conestogo River | Wellington North | Wellington County, Ontario | Ontario | Canada | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1931 | 0 | Unknown | 6 | 6 | 0 | 0 | 60.7 | 18.5 | 38 | 11.58 | https://historicbridges.org/ontario/arthurwest/little_arthurwest1902_small.jpg | https://historicbridges.org/ontario/arthurwest/little_arthurwest1902.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/arthurwest/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.828140,-80.528530 | |||||||||||||||||
| 5381 | CR-109 East Bridge | One of several old and unaltered concrete bridges along this stretch of road that document a transition period in Ontario bridge design. The technical description of the main or most noteworthy span of the bridge is a concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 43.832030 | -80.510070 | CR-109 (Former KH-9) | Conestogo River | Wellington North | Wellington County, Ontario | Ontario | Canada | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1931 | 0 | Unknown | 6 | 6 | 0 | 0 | 52.5 | 16 | 37.7 | 11.49 | https://historicbridges.org/ontario/arthureast/little_arthureast1921_small.jpg | https://historicbridges.org/ontario/arthureast/little_arthureast1921.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/arthureast/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.832030,-80.510070 | |||||||||||||||||
| 5383 | Moorefield Bridge | Bridge No. ML2 | This is a small pony truss bridge and a gateway into the small community of Moorefield. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. | 43.757700 | -80.748380 | CR-10 | Moorefield Creek | Mapleton Township | Wellington County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 1954 | 0 | Dominion Bridge Company of Montréal, Québec | 4 | 4 | 0 | 0 | 74.1 | 22.59 | 27.2 | 8.29 | https://historicbridges.org/ontario/moorefield/little_moorefield1792_small.jpg | https://historicbridges.org/ontario/moorefield/little_moorefield1792.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/moorefield/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.757700,-80.748380 | |||||||||||||
| 5385 | Tiffany Creek Culvert | Tiffany Creek Bridge | This small stone arch has the potential to be one of the oldest in Ontario. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 43.240600 | -79.960120 | Wilson Street and Bruce Trail | Tiffany Creek | Hamilton (Near Ancaster Heights) | Hamilton City, Ontario | Ontario | Canada | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 1936 | Unknown | 7 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/tiffany/little_p2910145_small.jpg | https://historicbridges.org/ontario/tiffany/little_p2910145.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/tiffany/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.240600,-79.960120 | ||||||||||||||
| 5387 | Emerson Simmons Bridge | Bridge No. ML4 | This bridge stands out among other truss bridges in the area as a multi-span pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 107 ft (32.61 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by A. H MacLellan. The bridge was primarily designed by W. H. Keith. | 43.757100 | -80.669460 | Wellington Street (CR-11) | Conestogo River | Mapleton Township | Wellington County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 8 | 2 | 0 | 0 | 1952 | 0 | A. H MacLellan | W. H. Keith | 6 | 6 | 107 | 32.61 | 214.2 | 65.29 | 33.1 | 10.09 | https://historicbridges.org/ontario/drayton/little_drayton2053_small.jpg | https://historicbridges.org/ontario/drayton/little_drayton2053.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/drayton/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.757100,-80.669460 | ||||||||||||
| 5389 | Tansley Bridge | Dundas Street Bridge | Although it has been widened on one side with ugly beams, the original part of this bridge is a beautiful example of a deck truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal continuous rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 43.414570 | -79.799320 | Dundas Street (RR-5) | Bronte Creek | Burlington | Halton Region, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 16 | Continuous | 4 | 0 | 0 | 1948 | 1979 | Unknown | 7 | 8 | 0 | 0 | 700 | 213.36 | 0 | 0 | https://historicbridges.org/ontario/dundasstreetbrontecreek/little_dundasstreetbrontecreek0397_8_9_tonemappedv_small.jpg | https://historicbridges.org/ontario/dundasstreetbrontecreek/little_dundasstreetbrontecreek0397_8_9_tonemappedv.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/dundasstreetbrontecreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.414570,-79.799320 | ||||||||||||
| 5390 | Old Tansley Bridge Piers | Although the substructure is modern, the piers of this bridge are old, from a former highway bridge at this location. The technical description of the main or most noteworthy span of the bridge is a concrete continuous stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 43.414520 | -79.798980 | Pipeline (Former Dundas Street Alignment) | Bronte Creek | Burlington | Halton Region, Ontario | Ontario | Canada | Concrete | Stringer (Multi-Beam) | Fixed | 0 | Continuous | 5 | 0 | 0 | 1919 | 2013 | Unknown | 2 | 2 | 0 | 0 | 545 | 166.12 | 0 | 0 | https://historicbridges.org/ontario/dundasstreetbrontecreekpipeline/little_dundasstreetbrontecreekpipeline0267_8_9v_small.jpg | https://historicbridges.org/ontario/dundasstreetbrontecreekpipeline/little_dundasstreetbrontecreekpipeline0267_8_9v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/dundasstreetbrontecreekpipeline/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.414520,-79.798980 | ||||||||||||||||
| 5391 | Sideroad 6 Bridge | Bridge No. ML6 | This is a small but complete example of a riveted pony truss, and it has a slight skew. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 43.840770 | -80.710080 | Sideroad 6 | Mallet River | Mapleton Township | Wellington County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1910 | 0 | Unknown | 5 | 4 | 0 | 0 | 55.8 | 17.01 | 18 | 5.49 | https://historicbridges.org/ontario/sideroad6/little_sideroad61848_small.jpg | https://historicbridges.org/ontario/sideroad6/little_sideroad61848.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/sideroad6/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.840770,-80.710080 | |||||||||||||
| 5392 | ! | Flax Bridge | Bridge No. ML3 | This small mid-20th Century pony truss bridge retains integrity of original design and truss materials. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by A. H MacLellan. The bridge was primarily designed by W. H. Keith. | 43.833610 | -80.609810 | CR-11 | Mitchells Creek | Mapleton Township | Wellington County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 1954 | 0 | A. H MacLellan | W. H. Keith | 4 | 4 | 0 | 0 | 73 | 22.25 | 26 | 7.92 | https://historicbridges.org/ontario/wellingtonroad11/little_wellingtonroad111877_small.jpg | https://historicbridges.org/ontario/wellingtonroad11/little_wellingtonroad111877.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/wellingtonroad11/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.833610,-80.609810 | |||||||||||
| 5393 | Middletown Road Railway Overpass | This rare stone arch overpass was widened some time long ago with an additional stone arch system. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 43.253420 | -80.027300 | Railroad (Canadian National) | Middletown Road | Hamilton | Hamilton City, Ontario | Ontario | Canada | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/middletown2/little_p2910110_small.jpg | https://historicbridges.org/ontario/middletown2/little_p2910110.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/middletown2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.253420,-80.027300 | |||||||||||||||
| 5394 | Severn Railway Bridge | GTRS Bridge 188 | This truss and plate girder bridge rests on a stone substructure. The technical description of the main or most noteworthy span of the bridge is a 162.3 ft (49.47 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 44.775080 | -79.338390 | Railroad (Canadian National) | Severn River | Gravenhurst and Washago | Muskoka District, Ontario and Simcoe County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | Metal | Deck | Girder | Fixed | 0 | 1 | 1906 | 0 | Unknown | 6 | 6 | 162.3 | 49.47 | 216.8 | 66.08 | 0 | 0 | https://historicbridges.org/ontario/severnbridgerailwaybridge/little_severnbridgerailwaybridge2669_small.jpg | https://historicbridges.org/ontario/severnbridgerailwaybridge/little_severnbridgerailwaybridge2669.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/severnbridgerailwaybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.775080,-79.338390 | |||||||||
| 5395 | Royal Windsor Drive Plate Girder Overpass | One of two parallel railway over highway overpasses of strongly different appearance and design, this one is a traditional railway design. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. | 43.477750 | -79.666090 | Railroad (Canadian National) | Royal Windsor Drive | Oakville | Halton Region, Ontario | Ontario | Canada | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1965 | 0 | Unknown | 1 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/royalwindsordrive2/little_day1royalwindsordrive11054_small.jpg | https://historicbridges.org/ontario/royalwindsordrive2/little_day1royalwindsordrive11054.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/royalwindsordrive2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.477750,-79.666090 | ||||||||||||||||
| 5396 | Royal Windsor Drive Rigid-Frame Overpass | One of two parallel railway over highway overpasses of strongly different appearance and design, this one looks more like a highway bridge. The technical description of the main or most noteworthy span of the bridge is a concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 43.477470 | -79.666440 | Railroad (Canadian National) | Royal Windsor Drive | Oakville | Halton Region, Ontario | Ontario | Canada | Concrete | Rigid-Frame | Fixed | 0 | 2 | 0 | 0 | 1952 | 0 | Unknown | 3 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/royalwindsordrive/little_day1royalwindsordrive11044_small.jpg | https://historicbridges.org/ontario/royalwindsordrive/little_day1royalwindsordrive11044.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/royalwindsordrive/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.477470,-79.666440 | |||||||||||||||||
| 5398 | Spencer Creek Railway Bridge | This is an uncommon example of a stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 43.273310 | -79.972270 | Railroad (Canadian National) | Spencer Creek | Hamilton | Hamilton City, Ontario | Ontario | Canada | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/cnspencercreek/little_p1140595_small.jpg | https://historicbridges.org/ontario/cnspencercreek/little_p1140595.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/cnspencercreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.273310,-79.972270 | |||||||||||||||
| 5399 | 3rd Line Bridge | Bridge No. CW1 | This is an example of one of the unusually large number of concrete girder bridges built in this part of Ontario. The technical description of the main or most noteworthy span of the bridge is a concrete through girder, fixed. The bridge was primarily built by Unknown. | 43.715940 | -80.308020 | 3rd Line | Speed River Tributary | Centre-Wellington | Wellington County, Ontario | Ontario | Canada | Concrete | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1921 | 0 | Unknown | 4 | 3 | 0 | 0 | 38 | 11.58 | 21 | 6.4 | https://historicbridges.org/ontario/3rdlinegirder/little_3rdlinegirder2723_4_5_tonemappedv_small.jpg | https://historicbridges.org/ontario/3rdlinegirder/little_3rdlinegirder2723_4_5_tonemappedv.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/3rdlinegirder/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.715940,-80.308020 | |||||||||||||||
| 5400 | 4th Line Bridge | Bridge No. CW22 | This is an example of one of the unusually large number of concrete girder bridges built in this part of Ontario. The technical description of the main or most noteworthy span of the bridge is a concrete through girder, fixed. The bridge was primarily built by Unknown. | 43.697210 | -80.279000 | 4th Line | Speed River | Centre-Wellington | Wellington County, Ontario | Ontario | Canada | Concrete | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1923 | 0 | Unknown | 4 | 3 | 0 | 0 | 43.6 | 13.29 | 21 | 6.4 | https://historicbridges.org/ontario/4thlinegirder/little_4thlinegirder2743_4_5_tonemappedv_small.jpg | https://historicbridges.org/ontario/4thlinegirder/little_4thlinegirder2743_4_5_tonemappedv.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/4thlinegirder/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.697210,-80.279000 | |||||||||||||||
| 5401 | Sideroad 5 Bridge | Bridge No. CW16 | This is an example of one of the unusually large number of concrete girder bridges built in this part of Ontario. The technical description of the main or most noteworthy span of the bridge is a concrete through girder, fixed. The bridge was primarily built by Unknown. | 43.718430 | -80.489290 | Sideroad 5 | Carroll Creek Tributary | Centre-Wellington | Wellington County, Ontario | Ontario | Canada | Concrete | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1929 | 0 | Unknown | 4 | 3 | 0 | 0 | 28.9 | 8.81 | 21.3 | 6.49 | https://historicbridges.org/ontario/sideroad5girder/little_sideroad5girder2387_8_9v_small.jpg | https://historicbridges.org/ontario/sideroad5girder/little_sideroad5girder2387_8_9v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/sideroad5girder/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.718430,-80.489290 | |||||||||||||||
| 5402 | 7th Line Bridge | Bridge No. CW4 | This is an example of one of the unusually large number of concrete girder bridges built in this part of Ontario. The technical description of the main or most noteworthy span of the bridge is a concrete through girder, fixed. The bridge was primarily built by Unknown. | 43.846240 | -80.395960 | 7th Line | Irvine Creek | Centre-Wellington | Wellington County, Ontario | Ontario | Canada | Concrete | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1925 | 0 | Unknown | 4 | 3 | 0 | 0 | 46.6 | 14.2 | 21 | 6.4 | https://historicbridges.org/ontario/7thlinebnorth/little_7thlinebnorth1997_8_9v_small.jpg | https://historicbridges.org/ontario/7thlinebnorth/little_7thlinebnorth1997_8_9v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/7thlinebnorth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.846240,-80.395960 | |||||||||||||||
| 5403 | 7th Line Bridge | Bridge No. CW5 | This is a small and simple example of a concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 43.835120 | -80.380440 | 7th Line | Irvine Creek | Centre-Wellington | Wellington County, Ontario | Ontario | Canada | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1925 | 0 | Unknown | 5 | 4 | 0 | 0 | 39 | 11.89 | 16.4 | 5 | https://historicbridges.org/ontario/7thlinebsouth/little_7thlinebsouth1992_small.jpg | https://historicbridges.org/ontario/7thlinebsouth/little_7thlinebsouth1992.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/7thlinebsouth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.835120,-80.380440 | ||||||||||||||
| 5405 | 7th Line Bridge | Bridge No. A4 | This is an example of one of the unusually large number of concrete girder bridges built in this part of Ontario. The technical description of the main or most noteworthy span of the bridge is a concrete through girder, fixed. The bridge was primarily built by Unknown. | 43.962150 | -80.248560 | 7th Line | Willow Brook | Amaranth Township | Dufferin County, Ontario | Ontario | Canada | Concrete | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1920 | 0 | Unknown | 4 | 3 | 0 | 0 | 0 | 0 | 16.1 | 4.91 | https://historicbridges.org/ontario/7thlinesouth/little_7thlinesouth0821_small.jpg | https://historicbridges.org/ontario/7thlinesouth/little_7thlinesouth0821.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/7thlinesouth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.962150,-80.248560 | |||||||||||||||
| 5406 | Sideroad 15 Bridge | Bridge No. A5 | This is an example of one of the unusually large number of concrete girder bridges built in this part of Ontario. The technical description of the main or most noteworthy span of the bridge is a concrete through girder, fixed. The bridge was primarily built by Unknown. | 43.973960 | -80.237820 | Sideroad 15 | Willow Brook | Amaranth Township | Dufferin County, Ontario | Ontario | Canada | Concrete | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1920 | 0 | Unknown | 4 | 3 | 0 | 0 | 0 | 0 | 15.1 | 4.6 | https://historicbridges.org/ontario/sideroad15b/little_sideroad150797_8_9b_small.jpg | https://historicbridges.org/ontario/sideroad15b/little_sideroad150797_8_9b.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/sideroad15b/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.973960,-80.237820 | |||||||||||||||
| 5407 | Sideroad 20 Bridge | Bridge No. A7 | This is an example of one of the unusually large number of concrete girder bridges built in this part of Ontario. The technical description of the main or most noteworthy span of the bridge is a concrete through girder, fixed. The bridge was primarily built by Unknown. | 44.000400 | -80.255680 | Sideroad 20 | Willow Brook | Amaranth Township | Dufferin County, Ontario | Ontario | Canada | Concrete | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1920 | 0 | Unknown | 4 | 3 | 0 | 0 | 0 | 0 | 16.4 | 5 | https://historicbridges.org/ontario/sideroad20c/little_sideroad200860_small.jpg | https://historicbridges.org/ontario/sideroad20c/little_sideroad200860.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/sideroad20c/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.000400,-80.255680 | |||||||||||||||
| 5408 | Sideroad 24-25 Bridge | Bridge No. GV2 | This is an example of one of the unusually large number of concrete girder bridges built in this part of Ontario. The technical description of the main or most noteworthy span of the bridge is a concrete through girder, fixed. The bridge was primarily built by Unknown. | 43.960620 | -80.376160 | Sideroad 24-25 | Black Creek | Grand Valley | Dufferin County, Ontario | Ontario | Canada | Concrete | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1920 | 0 | Unknown | 4 | 3 | 0 | 0 | 50 | 15.24 | 16 | 4.88 | https://historicbridges.org/ontario/sideroad2425/little_sideroad24251040_1_2b_small.jpg | https://historicbridges.org/ontario/sideroad2425/little_sideroad24251040_1_2b.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/sideroad2425/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.960620,-80.376160 | |||||||||||||||
| 5409 | Old 4th Line Bridge | Bridge No. CW2 | On old alignment, this is a long-abandoned concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 43.723170 | -80.295060 | 4th Line (Abandoned Alignment) | Eramosa River Tributary | Centre-Wellington | Wellington County, Ontario | Ontario | Canada | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1908 | 0 | Unknown | 4 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/4thlineabandoned/little_4thlineabandoned2703_small.jpg | https://historicbridges.org/ontario/4thlineabandoned/little_4thlineabandoned2703.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/4thlineabandoned/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.723170,-80.295060 | ||||||||||||||
| 5410 | 5th Line Bridge | Bridge No. CW6 | The original railings on this concrete arch bridge have been replaced. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 43.779500 | -80.350910 | 5th Line | Irvine Creek | Centre-Wellington | Wellington County, Ontario | Ontario | Canada | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1910 | 0 | Unknown | 4 | 4 | 0 | 0 | 52.8 | 16.09 | 17.4 | 5.3 | https://historicbridges.org/ontario/5thlinearch/little_5thlinearch2578_79_80_fused_small.jpg | https://historicbridges.org/ontario/5thlinearch/little_5thlinearch2578_79_80_fused.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/5thlinearch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.779500,-80.350910 | ||||||||||||||
| 5412 | Forks of the Credit Railway Bridge | This bridge is located in a scenic area where railway and river wind through the Niagara Escarpment. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 43.801380 | -79.995440 | Railroad (Orangeville Brampton Railway) | Erin Branch Credit River and Forks of the Credit Road | Caledon (Near Belfountain) | Peel Region, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 12 | 1 | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/forksofthecredit/little_forksofthecredit0583_4_5n_small.jpg | https://historicbridges.org/ontario/forksofthecredit/little_forksofthecredit0583_4_5n.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/forksofthecredit/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.801380,-79.995440 | ||||||||||
| 5417 | Mt. Forest Bridge | Constable Rick Hopkins Memorial Bridge | This is a rare example of a highway deck truss in this region of Ontario. The technical description of the main or most noteworthy span of the bridge is a metal bolt-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. | 43.975510 | -80.728480 | KH-6 (Main Street) | South Saugeen River | Wellington North (Mt. Forest) | Wellington County, Ontario | Ontario | Canada | Metal | Pratt | Bolt-Connected | Deck | Truss | Fixed | 10 | 1 | 0 | 0 | 1961 | 0 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/mtforest/little_mtforest1349_small.jpg | https://historicbridges.org/ontario/mtforest/little_mtforest1349.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/mtforest/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.975510,-80.728480 | |||||||||||||
| 5418 | ! | Bosworth Bridge | Bridge No. ML5 | This pony truss is noted for its extremely long span length. The technical description of the main or most noteworthy span of the bridge is a 138 ft (42.06 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. The bridge was primarily designed by C. C. Parker and Associates of Hamilton, Ontario. | 43.783190 | -80.636840 | CR-7 | Conestogo River | Mapleton Township | Wellington County, Ontario | Ontario | Canada | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 8 | 1 | 0 | 0 | 1949 | 0 | Hamilton Bridge Company of Hamilton, Ontario | C. C. Parker and Associates of Hamilton, Ontario | 6 | 6 | 138 | 42.06 | 138 | 42.06 | 28.2 | 8.6 | https://historicbridges.org/ontario/wellingtonroad7/little_wellingtonroad72050_small.jpg | https://historicbridges.org/ontario/wellingtonroad7/little_wellingtonroad72050.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/wellingtonroad7/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.783190,-80.636840 | |||||||||||
| 5419 | Caldwell Bridge | Bridge No. CW27 | Although the bracing has been altered, this remains an attractive crossing for the community it serves. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Camelback through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. The bridge was primarily designed by W. H. Keith. | 43.711230 | -80.369160 | Scotland Street (CR-43) | Grand River | Centre-Wellington (Fergus) | Wellington County, Ontario | Ontario | Canada | Metal | Camelback | Rivet-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1955 | 0 | Dominion Bridge Company of Montréal, Québec | W. H. Keith | 6 | 6 | 0 | 0 | 164 | 49.99 | 32.8 | 10 | https://historicbridges.org/ontario/fergus/little_fergus2473_4_5_fused_small.jpg | https://historicbridges.org/ontario/fergus/little_fergus2473_4_5_fused.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/fergus/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.711230,-80.369160 | ||||||||||||
| 5421 | Washington Street Bridge | Bridge No. CW19 | This is a small concrete deck arch bridge with original railings. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 43.695580 | -80.447730 | Washington Street | Irvine Creek | Centre-Wellington (Elora) | Wellington County, Ontario | Ontario | Canada | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1925 | 0 | Unknown | 4 | 4 | 0 | 0 | 33.8 | 10.3 | 20.3 | 6.19 | https://historicbridges.org/ontario/washington/little_washington2355_small.jpg | https://historicbridges.org/ontario/washington/little_washington2355.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/washington/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.695580,-80.447730 | ||||||||||||||
| 5423 | Rothsay Bridge | Bridge No. ML1 | This pony truss enjoys good historic integrity. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. | 43.813570 | -80.710530 | CR-7 | Mallet River | Mapleton Township | Wellington County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1952 | 0 | Hamilton Bridge Company of Hamilton, Ontario | 6 | 6 | 0 | 0 | 61.3 | 18.68 | 27.2 | 8.29 | https://historicbridges.org/ontario/wellingtonroad7rothsay/little_wellingtonroad7rothsay1808_small.jpg | https://historicbridges.org/ontario/wellingtonroad7rothsay/little_wellingtonroad7rothsay1808.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/wellingtonroad7rothsay/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.813570,-80.710530 | |||||||||||||
| 5424 | CR-87 Bridge | Ontario has many concrete rigid-frame bridges, but all-steel examples like this one are rare. The technical description of the main or most noteworthy span of the bridge is a metal rigid-frame, fixed. The bridge was primarily built by Unknown. | 43.903790 | -80.892940 | CR-87 (Former KH-87) | Maitland River | Minto (Harriston) | Wellington County, Ontario | Ontario | Canada | Metal | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1957 | 2015 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/wellingtonroad87/little_wellingtonroad871479_small.jpg | https://historicbridges.org/ontario/wellingtonroad87/little_wellingtonroad871479.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/wellingtonroad87/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.903790,-80.892940 | |||||||||||||||||
| 5428 | ! | Larimer Avenue Bridge | This impressive bridge held world records for size when completed. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by John F. Casey Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Pittsburgh Department of Public Works. | 40.467400 | -79.908670 | Larimer Avenue | Washington Boulevard (PA-8) | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 1 | Concrete | Slab | Fixed | 0 | 7 | 1912 | 1981 | John F. Casey Company of Pittsburgh, Pennsylvania | Pittsburgh Department of Public Works | 8 | 8 | 300 | 91.44 | 548 | 167.03 | 30 | 9.14 | https://historicbridges.org/pennsylvania/larimeravenue/little_p1240024_small.jpg | https://historicbridges.org/pennsylvania/larimeravenue/little_p1240024.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/larimeravenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.467400,-79.908670 | ||||||||||
| 5436 | Bottom Road Bridge | This bridge has a portal bracing design that is unusual for its builder. The technical description of the main or most noteworthy span of the bridge is a 97 ft (29.57 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 39.504430 | -76.429780 | Bottom Road | Little Gunpowder Falls | Rural | Baltimore County, Maryland and Harford County, Maryland | Maryland | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1886 | 2001 | Wrought Iron Bridge Company of Canton, Ohio | 7 | 7 | 97 | 29.57 | 100 | 30.48 | 13.5 | 4.11 | https://historicbridges.org/maryland/bottomroadbridge/little_bottomroadbridge3_small.jpg | https://historicbridges.org/maryland/bottomroadbridge/little_bottomroadbridge3.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/bottomroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.504430,-76.429780 | ||||||||||||||
| 5437 | Carroll Road Bridge | This is a very old example of a Pratt truss bridge and built by a company of which few examples remain. The technical description of the main or most noteworthy span of the bridge is a 92 ft (28.04 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Gilbert and Nelson of Chambersburg, Pennsylvania. | 39.534080 | -76.616520 | Carroll Road | Carroll Branch | Rural | Baltimore County, Maryland | Maryland | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1879 | 2006 | Gilbert and Nelson of Chambersburg, Pennsylvania | 8 | 8 | 92 | 28.04 | 95 | 28.96 | 14.4 | 4.39 | https://historicbridges.org/maryland/carrollroadbridge/little_carrollroad_december282013_dover_dscn9758_small.jpg | https://historicbridges.org/maryland/carrollroadbridge/little_carrollroad_december282013_dover_dscn9758.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/carrollroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.534080,-76.616520 | ||||||||||||||
| 5438 | Vinegar Hill Road Bridge | This bridge is noted for its unusual pipe struts and ornamental portal bracing knees. The technical description of the main or most noteworthy span of the bridge is a 74.2 ft (22.62 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania. | 39.447230 | -76.381010 | Vinegar Hill Road | Little Gunpowder Falls | Kingsville | Baltimore County, Maryland and Harford County, Maryland | Maryland | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1884 | 2000 | Penn Bridge Company of Beaver Falls, Pennsylvania | 8 | 8 | 74.2 | 22.62 | 77 | 23.47 | 14 | 4.27 | https://historicbridges.org/maryland/vinegarhillbridge/little_vinegarhillfranklinvilleroadbridge2_small.jpg | https://historicbridges.org/maryland/vinegarhillbridge/little_vinegarhillfranklinvilleroadbridge2.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/vinegarhillbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.447230,-76.381010 | ||||||||||||||
| 5439 | Masemore Road Bridge | This is an uncommon example of a skewed pin-connected highway truss bridge. The technical description of the main or most noteworthy span of the bridge is a 118 ft (35.97 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 39.611410 | -76.682850 | Masemore Road | Gunpowder Falls | Rural | Baltimore County, Maryland | Maryland | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1898 | 2000 | Wrought Iron Bridge Company of Canton, Ohio | 7 | 7 | 118 | 35.97 | 120 | 36.58 | 14.8 | 4.51 | https://historicbridges.org/maryland/masemoreroadbridge/little_masemoreroad_december282013_dover_dscn9727_small.jpg | https://historicbridges.org/maryland/masemoreroadbridge/little_masemoreroad_december282013_dover_dscn9727.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/masemoreroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.611410,-76.682850 | ||||||||||||||
| 5440 | Cuba Road Bridge | A traditional example of a bridge built by the top truss builder in the 19th Century. The technical description of the main or most noteworthy span of the bridge is a 112 ft (34.14 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 39.526110 | -76.715600 | Cuba Road | Western Run | Rural | Baltimore County, Maryland | Maryland | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1893 | 2011 | Wrought Iron Bridge Company of Canton, Ohio | 7 | 7 | 112 | 34.14 | 116 | 35.36 | 14 | 4.27 | https://historicbridges.org/maryland/cubaroadbridge/little_cubaroadbridge_january102014_dover_dscn0101_small.jpg | https://historicbridges.org/maryland/cubaroadbridge/little_cubaroadbridge_january102014_dover_dscn0101.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/cubaroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.526110,-76.715600 | ||||||||||||||
| 5441 | Guilford Quarry Railroad Bridge | Guilford Pratt Truss Bridge | This lightweight railroad bridge has been preserved and reused as a rail-trail bridge. The technical description of the main or most noteworthy span of the bridge is a 83 ft (25.3 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 39.165620 | -76.840920 | Railroad (Patuxent Branch Rail-Trail) | Little Patuxent River | Columbia | Howard County, Maryland | Maryland | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1902 | 2002 | Unknown | 7 | 7 | 83 | 25.3 | 83 | 25.3 | 0 | 0 | https://historicbridges.org/maryland/guilfordpratttruss/little_guilfordpratttruss_january102014_dover_dscn0236_small.jpg | https://historicbridges.org/maryland/guilfordpratttruss/little_guilfordpratttruss_january102014_dover_dscn0236.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/guilfordpratttruss/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.165620,-76.840920 | |||||||||||||
| 5442 | Sparks Road Bridge | This bridge features a design pattern that its builder only rarely used, and has been altered with a steel arch retrofit. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 39.539800 | -76.639480 | Sparks Road | Gunpowder Falls | Sparks | Baltimore County, Maryland | Maryland | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1888 | 1990 | Wrought Iron Bridge Company of Canton, Ohio | 7 | 7 | 175 | 53.34 | 178.2 | 54.32 | 15 | 4.57 | https://historicbridges.org/maryland/sparksroadbridge/little_sparksroad_november22013_dover_dscn7021_small.jpg | https://historicbridges.org/maryland/sparksroadbridge/little_sparksroad_november22013_dover_dscn7021.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/sparksroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.539800,-76.639480 | ||||||||||||||
| 5443 | Paper Mill Road Bridge | This unique and ornamented bridge has been bypassed and abandoned in good condition. The technical description of the main or most noteworthy span of the bridge is a 361 ft (110.03 m) metal three-hinged Braced Ribbed through arch, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois). | 39.501770 | -76.622520 | Paper Mill Road (Old Alignment) | Loch Raven Reservoir (Gunpowder Falls) | Phoenix | Baltimore County, Maryland | Maryland | United States | Metal | Braced Ribbed | Three-Hinged | Through | Arch | Fixed | 0 | 1 | 0 | 5 | 1922 | 2007 | Bethlehem Steel Company of Bethlehem, Pennsylvania | John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois) | 8 | 8 | 361 | 110.03 | 521 | 158.8 | 20 | 6.1 | https://historicbridges.org/maryland/papermillroadbridge/little_papermill_november22013_dover_dscn7003_small.jpg | https://historicbridges.org/maryland/papermillroadbridge/little_papermill_november22013_dover_dscn7003.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/papermillroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.501770,-76.622520 | |||||||||||||
| 5445 | Simpsons Mill Road Bridge | This is a fairly short Pratt through truss of traditional design. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 39.583150 | -77.226100 | Simpsons Mill Road | Little Pipe Creek | Rural | Frederick County, Maryland and Carroll County, Maryland | Maryland | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 1890 | 1998 | Unknown | 7 | 7 | 90 | 27.43 | 90 | 27.43 | 13 | 3.96 | https://historicbridges.org/maryland/simpsonsmillroadbridge/little_simpsonsmill_december152013_dover_dscn9389_small.jpg | https://historicbridges.org/maryland/simpsonsmillroadbridge/little_simpsonsmill_december152013_dover_dscn9389.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/simpsonsmillroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.583150,-77.226100 | ||||||||||||||
| 5446 | Governor's Bridge | This traditional riveted through truss bridge is an uncommon example of its type in the local area. The technical description of the main or most noteworthy span of the bridge is a 114 ft (34.75 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 38.951450 | -76.693460 | Governor Bridge Road | Patuxent River | Bowie | Prince Georges County, Maryland and Anne Arundel County, Maryland | Maryland | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1912 | 0 | Unknown | 7 | 7 | 114 | 34.75 | 117.5 | 35.81 | 12 | 3.66 | https://historicbridges.org/maryland/governorsbridge/little_governors_december142013_dover_dscn9261_small.jpg | https://historicbridges.org/maryland/governorsbridge/little_governors_december142013_dover_dscn9261.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/governorsbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.951450,-76.693460 | ||||||||||||||
| 5447 | Hollifield Road Bridge | This is an excellent example of a state-designed 1930s truss bridge in Maryland. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Maryland State Roads Commission. | 39.310350 | -76.792690 | Hollifield Road (Johnnycake Road) | Patapsco River | Rural | Baltimore County, Maryland and Howard County, Maryland | Maryland | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1934 | 2005 | Unknown | Maryland State Roads Commission | 5 | 7 | 160 | 48.77 | 164 | 49.99 | 20 | 6.1 | https://historicbridges.org/maryland/hollofieldroad/little_patapscohollofield_december152013_dover_dscn9417_small.jpg | https://historicbridges.org/maryland/hollofieldroad/little_patapscohollofield_december152013_dover_dscn9417.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/hollofieldroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.310350,-76.792690 | |||||||||||||
| 5448 | Parkton Stone Arch Bridge | Frederick Road Bridge | This is the oldest known stone arch bridge in Maryland. The technical description of the main or most noteworthy span of the bridge is a 18 ft (5.49 m) stone Segmental deck arch, fixed. The bridge was primarily built by John Small, George Small,Michael Gardner, and Jonathan Jessup. The bridge was primarily designed by John Davis. | 39.641890 | -76.658710 | Frederick Road (MD-463) | Little Falls | Parkton | Baltimore County, Maryland | Maryland | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1809 | 0 | John Small, George Small,Michael Gardner, and Jonathan Jessup | John Davis | 9 | 9 | 18 | 5.49 | 62 | 18.9 | 27 | 8.23 | https://historicbridges.org/maryland/parktonstonearch/little_parktonstonebridge_november22013_dover_dscn7027_small.jpg | https://historicbridges.org/maryland/parktonstonearch/little_parktonstonebridge_november22013_dover_dscn7027.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/parktonstonearch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.641890,-76.658710 | |||||||||||||
| 5449 | Hanover Street Bridge | Vietnam Veterans Memorial Bridge | Both the concrete approach spans and the bascule span of this amazing bridge are independently examples of extremely rare and unusual bridge types. The technical description of the main or most noteworthy span of the bridge is a 229 ft (69.8 m) metal rivet-connected Pratt deck truss, movable: double leaf bascule, Rall. The bridge was primarily built by Strobel Steel Construction Company of Chicago, Illinois. The bridge was primarily designed by John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois). | 39.257800 | -76.616290 | Hanover Street | Middle Branch Patapsco River | Baltimore | Baltimore City, Maryland | Maryland | United States | Metal | Pratt | Rivet-Connected | Deck | Truss | Movable: Double Leaf Bascule | Rall | 0 | 1 | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | Cantilever | 36 | 1916 | 1992 | Strobel Steel Construction Company of Chicago, Illinois | John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois) | 9 | 10 | 229 | 69.8 | 2023 | 616.61 | 60 | 18.29 | https://historicbridges.org/maryland/hanoverstreetbridge/little_hanoverstreet_march242013_dover_dscn1369_small.jpg | https://historicbridges.org/maryland/hanoverstreetbridge/little_hanoverstreet_march242013_dover_dscn1369.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/hanoverstreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.257800,-76.616290 | |||||
| 5450 | Brownsville Bridge | Old Brownsville Bridge | A historical feat when completed, this pin connected bridge is noted for its enormous Pennsylvania truss span. The technical description of the main or most noteworthy span of the bridge is a 520 ft (158.5 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Fort Pitt Bridge Works of Pittsburgh, Pennsylvania. | 40.022490 | -79.889830 | Bridge Street (PA-2067) | Monongahela River and Railroad (Norfolk Southern) | Rural | Fayette County, Pennsylvania and Washington County, Pennsylvania | Pennsylvania | United States | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 20 | 1 | Metal | Through | Girder | Fixed | 0 | 7 | 1914 | 1987 | Fort Pitt Bridge Works of Pittsburgh, Pennsylvania | 9 | 10 | 520 | 158.5 | 945 | 288.04 | 22.6 | 6.89 | https://historicbridges.org/pennsylvania/brownsville/little_dscf6195_small.jpg | https://historicbridges.org/pennsylvania/brownsville/little_dscf6195.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/brownsville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.022490,-79.889830 | |||||||||
| 5451 | Easton-Phillipsburg Toll Bridge | Bushkill Street Bridge | This bridge was when built was among the longest simple truss spans built.! The technical description of the main or most noteworthy span of the bridge is a 550 ft (167.64 m) metal multiple-type-connected Pennsylvania through truss, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois). | 40.694510 | -75.203730 | US-22 (Bushkill Street) | Delaware River | Easton and Phillipsburg | Northampton County, Pennsylvania and Warren County, New Jersey | New Jersey and Pennsylvania | United States | Metal | Pennsylvania | Multiple-Type-Connected | Through | Truss | Fixed | 18 | 1 | 0 | 0 | 1938 | 2015 | Bethlehem Steel Company of Bethlehem, Pennsylvania | John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois) | 9 | 9 | 550 | 167.64 | 550 | 167.64 | 40 | 12.19 | https://historicbridges.org/newjersey/eastonphillipsburg/little_pict4601_small.jpg | https://historicbridges.org/newjersey/eastonphillipsburg/little_redoeastonphillipsburg5415_6_7.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/eastonphillipsburg/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.694510,-75.203730 | ||||||||||||
| 5454 | Kerr's Bridge | Sideroad 22C Bridge / Breadner Bridge | Featuring a unique portal bracing, this bridge appears to be one of the oldest of its kind in Ontario. The technical description of the main or most noteworthy span of the bridge is a 114.2 ft (34.81 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. | 44.487340 | -80.493530 | Sideroad 22C | Beaver River | Grey Highlands | Grey County, Ontario | Ontario | Canada | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 0 | 0 | Hamilton Bridge Company of Hamilton, Ontario | 8 | 9 | 114.2 | 34.81 | 114.2 | 34.81 | 13.1 | 3.99 | https://historicbridges.org/ontario/sideroad22c/little_sideroad22c1698_small.jpg | https://historicbridges.org/ontario/sideroad22c/little_sideroad22c1698.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/sideroad22c/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.487340,-80.493530 | |||||||||||||
| 5455 | 1st Line North Bridge | One of a rapidly disappearing group of beautiful heritage concrete bowstring rainbow arch bridges in this township. The technical description of the main or most noteworthy span of the bridge is a concrete Rainbow through arch, fixed. The bridge was primarily built by Reid-Riddell Engineering of Toronto, Ontario. | 43.754050 | -80.408720 | 1st Line | Irvine Creek | Centre-Wellington | Wellington County, Ontario | Ontario | Canada | Concrete | Rainbow | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1929 | 0 | Reid-Riddell Engineering of Toronto, Ontario | 7 | 7 | 0 | 0 | 63 | 19.2 | 16.1 | 4.91 | https://historicbridges.org/ontario/1stline1/little_p1560349_small.jpg | https://historicbridges.org/ontario/1stline1/little_p1560349.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/1stline1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.754050,-80.408720 | |||||||||||||||
| 5457 | ! | Monte Rio Bridge | Bohemian Highway Bridge | This uncommon multi-span pony truss has a suprisingly streamlined appearance. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 38.466380 | -123.010200 | Bohemian Highway | Russian River | Rural | Sonoma County, California | California | United States | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 6 | 5 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 7 | 1934 | 0 | Unknown | 6 | 6 | 100 | 30.48 | 772 | 235.31 | 20 | 6.1 | https://historicbridges.org/california/bohemianhighwaybridge/little_day5_bohemianhighwaybridge05886_small.jpg | https://historicbridges.org/california/bohemianhighwaybridge/little_day5_bohemianhighwaybridge05886.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/bohemianhighwaybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.466380,-123.010200 | |||||||||
| 5458 | ! | Old US-41 Rapid River Bridge | This bridge is among the oldest trunk line bridges in Michigan and an early, rare multi-span concrete girder. The technical description of the main or most noteworthy span of the bridge is a 33.8 ft (10.3 m) concrete through girder, fixed. The bridge was primarily built by Delta Contracting Company of Escanaba, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 46.022650 | -86.979150 | CR-I39 (15 Road) | Rapid River | Rural | Delta County, Michigan | Michigan | United States | Concrete | Through | Girder | Fixed | 0 | 2 | 0 | 0 | 1916 | 0 | Delta Contracting Company of Escanaba, Michigan | Michigan State Highway Department | 6 | 7 | 33.8 | 10.3 | 70 | 21.34 | 17 | 5.18 | https://historicbridges.org/michigan/old41rapid/little_cri39rapidriver_1703_small.jpg | https://historicbridges.org/michigan/old41rapid/little_cri39rapidriver_1703.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/old41rapid/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.022650,-86.979150 | ||||||||||||||
| 5459 | Fort Duquesne Bridge | The smaller of two similar double-deck arch bridges that frame the Point at Pittsburgh. The technical description of the main or most noteworthy span of the bridge is a 432 ft (131.67 m) metal tied Solid Ribbed through arch, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Richardson, Gordon, and Associates of Pittsburgh, Pennsylvania (George S. Richardson). | 40.444290 | -80.009300 | I-279 | Allegheny River | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Solid Ribbed | Tied | Through | Arch | Fixed | 0 | 1 | Metal | Box Beam | Fixed | 0 | Continuous | 4 | 1959 | 2010 | American Bridge Company of New York, New York | Richardson, Gordon, and Associates of Pittsburgh, Pennsylvania (George S. Richardson) | 5 | 6 | 432 | 131.67 | 921 | 280.72 | 53.5 | 16.31 | https://historicbridges.org/pennsylvania/fortduquesne/little_p1230099_small.jpg | https://historicbridges.org/pennsylvania/fortduquesne/little_p1230099.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/fortduquesne/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.444290,-80.009300 | |||||||||
| 5460 | Long Grove Bridge | This locally rare truss bridge with beautiful sidewalk hand railing sadly has a fake wooden covering to make it look like a covered bridge. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Joliet Bridge and Iron Company of Joliet, Illinois. | 42.177470 | -87.999770 | Robert Parker Coffin Road | Buffalo Creek | Long Grove | Lake County, Illinois | Illinois | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1906 | 1981 | Joliet Bridge and Iron Company of Joliet, Illinois | 6 | 7 | 40 | 12.19 | 41 | 12.5 | 17.4 | 5.3 | https://historicbridges.org/illinois/longgrove/little_longgrove2351_small.jpg | https://historicbridges.org/illinois/longgrove/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/longgrove/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.177470,-87.999770 | ||||||||||||||
| 5461 | Hatfield Road Bridge | This traditional t-beam superstructure sitting on an old stone substructure contributes to a historic district. The technical description of the main or most noteworthy span of the bridge is a 38 ft (11.58 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. | 40.014340 | -75.842310 | Hatfield Road (PA-4005) | West Branch Brandywine Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Concrete | T-Beam | Fixed | 0 | 2 | 0 | 0 | 1928 | 0 | Unknown | 3 | 5 | 38 | 11.58 | 78 | 23.77 | 17.7 | 5.39 | https://historicbridges.org/pennsylvania/bridge103hatfield/little_bridge103hatfield012_small.jpg | https://historicbridges.org/pennsylvania/bridge103hatfield/little_bridge103hatfield012.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge103hatfield/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.014340,-75.842310 | |||||||||||||||||
| 5462 | Cheboygan Bridge | This is a tiny double-leaf bascule bridge that was built in 1940. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal Variable Depth deck girder, movable: double leaf bascule, Rolling Lift. The bridge was primarily built by W. J. Storen Company of Detroit, Michigan. The bridge was primarily designed by Hazelet and Erdal of Chicago, Illinois. | 45.645950 | -84.472850 | US-23 (State Street) | Cheboygan River | Cheboygan | Cheboygan County, Michigan | Michigan | United States | Metal | Variable Depth | Deck | Girder | Movable: Double Leaf Bascule | Rolling Lift | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1940 | 2003 | W. J. Storen Company of Detroit, Michigan | Hazelet and Erdal of Chicago, Illinois | 6 | 6 | 70 | 21.34 | 155 | 47.24 | 40 | 12.19 | https://historicbridges.org/other/us23bascule/bkg_sault162_small.jpg | https://historicbridges.org/other/us23bascule/sault612.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=other/us23bascule/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.645950,-84.472850 | ||||||||||
| 5463 | Kinzie Street Railroad Bridge | Chicago and Northwestern Railway Bridge | A record-setting bridge when built, this bridge was a pioneer in new bascule bridge designs and technology. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) metal rivet-connected Warren through truss, movable: single leaf bascule, Strauss Trunnion. The bridge was primarily built by Toledo-Massillon Bridge Company of Toledo, Ohio. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. | 41.888700 | -87.639210 | Railroad (Abandoned Union Pacific) | North Branch Chicago River | Chicago | Cook County, Illinois | Illinois | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Single Leaf Bascule | Strauss Trunnion | 7 | 1 | Metal | Girder | Fixed | 0 | 1 | 1907 | 0 | Toledo-Massillon Bridge Company of Toledo, Ohio | Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois | 9 | 9 | 170 | 51.82 | 195.8 | 59.68 | 0 | 0 | https://historicbridges.org/truss/nbrail/little_pict0608_small.jpg | https://historicbridges.org/truss/nbrail/main2016.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=truss/nbrail/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.888700,-87.639210 | ||||||||
| 5466 | Chicago and Alton Railroad Bridge | The first ever built, and today the last remaining example of a Page bascule bridge. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Warren (No Verticals) through truss, movable: single leaf bascule, Page. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by William M. Hughes of Chicago, Illinois. | 41.839930 | -87.664570 | Railroad (Metra Heritage Corridor, Amtrak, and Canadian National) | South Fork South Branch Chicago River (Bubbly Creek) | Chicago | Cook County, Illinois | Illinois | United States | Metal | Warren (No Verticals) | Rivet-Connected | Through | Truss | Movable: Single Leaf Bascule | Page | 5 | 1 | Metal | Girder | Fixed | 0 | 1 | 1906 | 0 | American Bridge Company of New York, New York | William M. Hughes of Chicago, Illinois | 9 | 9 | 150 | 45.72 | 214 | 65.23 | 34.3 | 10.45 | https://historicbridges.org/illinois/chicagoaltonrr/little_brg_7565_6_7_natural_small.jpg | https://historicbridges.org/illinois/chicagoaltonrr/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/chicagoaltonrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.839930,-87.664570 | |||||||||
| 5468 | Camp Meeting Road Bridge | This is a very unique low-profile, lightweight truss overpass bridge featuring a rare truss design. The technical description of the main or most noteworthy span of the bridge is a 42 ft (12.8 m) metal rivet-connected Howe pony truss, fixed. The bridge was primarily built by Unknown. | 40.420360 | -74.712120 | Camp Meeting Road (Skillman Road, CR-602) | Railroad (Conrail) | Rural | Somerset County, New Jersey | New Jersey | United States | Metal | Howe | Rivet-Connected | Pony | Truss | Fixed | 0 | 3 | 0 | 0 | 1889 | 1914 | Unknown | 8 | 8 | 42 | 12.8 | 104 | 31.7 | 14 | 4.27 | https://historicbridges.org/newjersey/campmeeting/little_campmeeting2144_5_6_small.jpg | https://historicbridges.org/newjersey/campmeeting/little_campmeeting2144_5_6.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/campmeeting/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.420360,-74.712120 | ||||||||||||||
| 5469 | Hibernia Mine Railroad Bridge | This is a very early and rare example of a truss bridge with Phoenix columns. The technical description of the main or most noteworthy span of the bridge is a 71 ft (21.64 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. | 40.560560 | -74.647370 | Raritan River Greenway, Duke Island Park Bikeway | Raritan Power Canal | Raritan | Somerset County, New Jersey | New Jersey | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 1879 | 2007 | Phoenix Bridge Company of Phoenixville, Pennsylvania | 8 | 9 | 71 | 21.64 | 71 | 21.64 | 10.3 | 3.14 | https://historicbridges.org/newjersey/hiberniaminerr/little_hiberniaminerr2322_small.jpg | https://historicbridges.org/newjersey/hiberniaminerr/little_hiberniaminerr2322.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/hiberniaminerr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.560560,-74.647370 | ||||||||||||||
| 5471 | Still Valley Road Bridge | This bridge is noted for its decorative cast iron caps at the ends of the top chords and its use of uncommon rivet head types. The technical description of the main or most noteworthy span of the bridge is a 52.2 ft (15.91 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. | 40.654420 | -75.135990 | Still Valley Road | Pohatcong Creek | Rural | Warren County, New Jersey | New Jersey | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 1982 | Unknown | 7 | 7 | 52.2 | 15.91 | 56 | 17.07 | 15.7 | 4.79 | https://historicbridges.org/newjersey/stillvalley/little_stillvalley1560_small.jpg | https://historicbridges.org/newjersey/stillvalley/little_stillvalley1560.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/stillvalley/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.654420,-75.135990 | ||||||||||||||
| 5472 | Old Mill Road Bridge | This bridge is noted for its unusual cast iron bearing design. The technical description of the main or most noteworthy span of the bridge is a 47 ft (14.33 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. | 40.464700 | -74.976400 | Old Mill Road | Wickecheoke Creek | Rural | Hunterdon County, New Jersey | New Jersey | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1899 | 0 | Unknown | 7 | 7 | 47 | 14.33 | 49 | 14.94 | 10.8 | 3.29 | https://historicbridges.org/newjersey/oldmillroad/little_oldmillroad0959_small.jpg | https://historicbridges.org/newjersey/oldmillroad/little_oldmillroad0959.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/oldmillroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.464700,-74.976400 | ||||||||||||||
| 5473 | Baptist Church Road Bridge | This bridge is a rare example of a bridge built by this company. The technical description of the main or most noteworthy span of the bridge is a 32.2 ft (9.81 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Horseheads Bridge Company of Horseheads, New York. | 40.639510 | -74.996010 | Baptist Church Road | Mulhockaway Creek | Rural | Hunterdon County, New Jersey | New Jersey | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1902 | 0 | Horseheads Bridge Company of Horseheads, New York | 7 | 7 | 32.2 | 9.81 | 34 | 10.36 | 15.4 | 4.69 | https://historicbridges.org/newjersey/baptistchurchroad/little_baptistchurchroad0026_small.jpg | https://historicbridges.org/newjersey/baptistchurchroad/little_baptistchurchroad0026.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/baptistchurchroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.639510,-74.996010 | ||||||||||||||
| 5475 | Cider Mill Road Bridge | This bridge is noted for its unusual struts and portal bracing as well as its uncommon rivet head types. The technical description of the main or most noteworthy span of the bridge is a 82 ft (24.99 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 40.466030 | -74.792710 | Cider Mill Road (Reaville-Clover Hill, CR 29) | Neshanic River | Rural | Hunterdon County, New Jersey | New Jersey | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 1976 | Unknown | 7 | 7 | 82 | 24.99 | 85 | 25.91 | 14.8 | 4.51 | https://historicbridges.org/newjersey/cidermill/little_cidermill0071_2_3f_small.jpg | https://historicbridges.org/newjersey/cidermill/little_cidermill0071_2_3f.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/cidermill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.466030,-74.792710 | ||||||||||||||
| 5476 | Lamington Road Bridge | This bridge has had load-bearing girders added, but retains the noteworthy and distinctive details of the original truss. The technical description of the main or most noteworthy span of the bridge is a 68.4 ft (20.85 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 40.630270 | -74.736180 | Lamington Road | Rockaway Creek | Rural | Hunterdon County, New Jersey | New Jersey | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1890 | 2000 | Unknown | 7 | 7 | 68.4 | 20.85 | 68.4 | 20.85 | 16 | 4.88 | https://historicbridges.org/newjersey/lamingtonroad/little_lamingtonroad2590_small.jpg | https://historicbridges.org/newjersey/lamingtonroad/little_lamingtonroad2590.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/lamingtonroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.630270,-74.736180 | ||||||||||||||
| 5478 | Mountain Road Bridge | This truss is unusual in that both top and bottom chords have the same polygonal configuration. The technical description of the main or most noteworthy span of the bridge is a 104 ft (31.7 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. | 40.622360 | -74.790810 | Mountain Road | Railroad (New Jersey Transit, Raritan Valley Line) | Rural | Hunterdon County, New Jersey | New Jersey | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 10 | 1 | 0 | 0 | 1910 | 1978 | Phoenix Bridge Company of Phoenixville, Pennsylvania | 7 | 6 | 104 | 31.7 | 107.9 | 32.89 | 15 | 4.57 | https://historicbridges.org/newjersey/mountainroad/little_mountainroad3005_small.jpg | https://historicbridges.org/newjersey/mountainroad/little_mountainroad3005.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/mountainroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.622360,-74.790810 | ||||||||||||||
| 5480 | Ferry Road Bridge | This pony truss is noted for its rivets with cone and steeple heads in a number of areas. The technical description of the main or most noteworthy span of the bridge is a 48 ft (14.63 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. | 40.478120 | -74.941740 | Ferry Road | Plum Brook | Rural | Hunterdon County, New Jersey | New Jersey | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1901 | 2003 | Unknown | 6 | 6 | 48 | 14.63 | 50 | 15.24 | 15.7 | 4.79 | https://historicbridges.org/newjersey/ferryroad/little_ferryroad0216_small.jpg | https://historicbridges.org/newjersey/ferryroad/little_ferryroad0216.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/ferryroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.478120,-74.941740 | ||||||||||||||
| 5481 | Ravine Road Bridge | This early welded truss bridge also reused salvaged riveted floorbeams from a pin-connected truss bridge. The technical description of the main or most noteworthy span of the bridge is a 52.2 ft (15.91 m) metal welded Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Welding Engineers Inc. of Philadelphia, Pennsylvania. | 40.652850 | -75.128200 | Ravine Road | Pohatcong Creek | Rural | Warren County, New Jersey | New Jersey | United States | Metal | Double-Intersection Warren | Welded | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1938 | 1997 | Welding Engineers Inc. of Philadelphia, Pennsylvania | 5 | 4 | 52.2 | 15.91 | 56 | 17.07 | 12 | 3.66 | https://historicbridges.org/newjersey/ravineroad/little_ravineroad1244_small.jpg | https://historicbridges.org/newjersey/ravineroad/little_ravineroad1244.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/ravineroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.652850,-75.128200 | ||||||||||||||
| 5484 | Lower Creek Road Bridge | This is a heavy duty riveted pony truss that replaced a 19th century truss bridge. The technical description of the main or most noteworthy span of the bridge is a 49 ft (14.94 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 40.421860 | -74.979740 | Lower Creek Road | Wickecheoke Creek | Rural | Hunterdon County, New Jersey | New Jersey | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 2 | 0 | 0 | 0 | 2001 | Unknown | 6 | 6 | 49 | 14.94 | 101 | 30.78 | 13.8 | 4.21 | https://historicbridges.org/newjersey/lowercreek/little_lowercreek0651_small.jpg | https://historicbridges.org/newjersey/lowercreek/little_lowercreek0651.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/lowercreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.421860,-74.979740 | ||||||||||||||
| 5485 | Lower Kingtown Road Bridge | This traditional pony truss bridge has enjoyed a well-maintained paint system. The technical description of the main or most noteworthy span of the bridge is a 52.2 ft (15.91 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 40.594770 | -74.938440 | Lower Kingtown Road | Capoolong Creek | Rural | Hunterdon County, New Jersey | New Jersey | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1925 | 1999 | Unknown | 6 | 6 | 52.2 | 15.91 | 53.2 | 16.22 | 14 | 4.27 | https://historicbridges.org/newjersey/lowerkingstown/little_lowerkingstown0725_small.jpg | https://historicbridges.org/newjersey/lowerkingstown/little_lowerkingstown0725.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/lowerkingstown/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.594770,-74.938440 | ||||||||||||||
| 5486 | Hamp Road Bridge | This bridge has a lot of alterations but retains the key design details of its original builder. The technical description of the main or most noteworthy span of the bridge is a 54 ft (16.46 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 40.397320 | -74.926950 | Hamp Road | Alexauken Creek | Rural | Hunterdon County, New Jersey | New Jersey | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 1994 | Wrought Iron Bridge Company of Canton, Ohio | 6 | 6 | 54 | 16.46 | 55 | 16.76 | 13 | 3.96 | https://historicbridges.org/newjersey/hamp/little_hamp0247_small.jpg | https://historicbridges.org/newjersey/hamp/little_hamp0247.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/hamp/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.397320,-74.926950 | ||||||||||||||
| 5487 | Pohatcong Creek Private Bridge | This private access bridge was built by using fishbelly floor beams from a truss bridge, placed upside down! The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is private property, but is right next to a public road and visible from that road. | 40.657818 | -75.125073 | Private Access | Pohatcong Creek | Rural | Warren County, New Jersey | New Jersey | United States | This bridge is private property, but is right next to a public road and visible from that road. | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 2 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newjersey/pohatcongcreek/little_pohatcongcreek1100_1_2_small.jpg | https://historicbridges.org/newjersey/pohatcongcreek/little_pohatcongcreek1100_1_2.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/pohatcongcreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.657818,-75.125073 | ||||||||||||||||
| 5488 | Rainbow Hill Road Bridge | This is a nice looking multi-span pony truss of traditional design. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 40.470170 | -74.778400 | Rainbow Hill Road | Neshanic River | Rural | Hunterdon County, New Jersey | New Jersey | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 2 | 0 | 0 | 0 | 1995 | Unknown | 6 | 6 | 75 | 22.86 | 153 | 46.63 | 13.5 | 4.11 | https://historicbridges.org/newjersey/rainbowhill/little_rainbowhill1113_small.jpg | https://historicbridges.org/newjersey/rainbowhill/little_rainbowhill1113.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/rainbowhill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.470170,-74.778400 | ||||||||||||||
| 5489 | Kuhl Road Bridge | This is an early example of an all-welded truss bridge. The technical description of the main or most noteworthy span of the bridge is a 61 ft (18.59 m) metal welded Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 40.479620 | -74.857950 | Kuhl Road | Neshanic River | Rural | Hunterdon County, New Jersey | New Jersey | United States | Metal | Pratt | Welded | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1936 | 0 | Unknown | 4 | 4 | 61 | 18.59 | 64 | 19.51 | 18 | 5.49 | https://historicbridges.org/newjersey/kuhl/little_kuhl0507_small.jpg | https://historicbridges.org/newjersey/kuhl/little_kuhl0507.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/kuhl/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.479620,-74.857950 | ||||||||||||||
| 5490 | Wertsville Road Bridge | This is the oldest example of an all-welded truss bridge in the county. The technical description of the main or most noteworthy span of the bridge is a 42 ft (12.8 m) metal welded Pratt full-slope pony truss, fixed. The bridge was primarily built by Welding Engineers Inc. of Philadelphia, Pennsylvania. The bridge was primarily designed by Stacey Widdicombe. | 40.428280 | -74.830640 | Wertsville Road (CR-602) | Tributary of Back Brook | Rural | Hunterdon County, New Jersey | New Jersey | United States | Metal | Pratt | Welded | Full-Slope Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1934 | 2002 | Welding Engineers Inc. of Philadelphia, Pennsylvania | Stacey Widdicombe | 4 | 6 | 42 | 12.8 | 44 | 13.41 | 24 | 7.32 | https://historicbridges.org/newjersey/wertsvilleroad/little_wertsvilleroad1725_small.jpg | https://historicbridges.org/newjersey/wertsvilleroad/little_wertsvilleroad1725.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/wertsvilleroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.428280,-74.830640 | |||||||||||||
| 5491 | Wilson Road Bridge | This pin-connected bridge is now welded and so severely altered it might be better described as a newer bridge using parts of an older one. The technical description of the main or most noteworthy span of the bridge is a 42 ft (12.8 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 40.351080 | -74.871470 | Wilson Road | Moores Creek | Rural | Hunterdon County, New Jersey | New Jersey | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 1960 | Unknown | 3 | 3 | 42 | 12.8 | 44 | 13.41 | 14.4 | 4.39 | https://historicbridges.org/newjersey/wilsonroad/little_wilsonroad1760_small.jpg | https://historicbridges.org/newjersey/wilsonroad/little_wilsonroad1760.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/wilsonroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.351080,-74.871470 | ||||||||||||||
| 5492 | Van Lieus Road Bridge | This unusual welded truss bridge appears to use parts salvaged from other riveted truss bridges. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal welded Warren pony truss, fixed. The bridge was primarily built by Unknown. | 40.451920 | -74.815930 | Van Lieus Road | Back Brook | Rural | Hunterdon County, New Jersey | New Jersey | United States | Metal | Warren | Welded | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 1953 | Unknown | 3 | 3 | 60 | 18.29 | 63 | 19.2 | 13.5 | 4.11 | https://historicbridges.org/newjersey/vanlieusroad/little_vanlieusroad1678_small.jpg | https://historicbridges.org/newjersey/vanlieusroad/little_vanlieusroad1678.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/vanlieusroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.451920,-74.815930 | ||||||||||||||
| 5493 | Creek Road Bridge | This is an early example of an all-welded truss bridge. The technical description of the main or most noteworthy span of the bridge is a 58 ft (17.68 m) metal welded Pratt full-slope pony truss, fixed. The bridge was primarily built by Welding Engineers Inc. of Philadelphia, Pennsylvania. | 40.635410 | -75.168670 | Creek Road | Pohatcong Creek | Rural | Warren County, New Jersey | New Jersey | United States | Metal | Pratt | Welded | Full-Slope Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1936 | 1992 | Welding Engineers Inc. of Philadelphia, Pennsylvania | 4 | 4 | 58 | 17.68 | 61 | 18.59 | 19.4 | 5.91 | https://historicbridges.org/newjersey/creekroadwarrencounty/little_creekroadwarrencounty0162_small.jpg | https://historicbridges.org/newjersey/creekroadwarrencounty/little_creekroadwarrencounty0162.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/creekroadwarrencounty/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.635410,-75.168670 | ||||||||||||||
| 5494 | Welisewitz Road Bridge | This is a short but heavy-built pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 43 ft (13.11 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Snook and Sons. | 40.463890 | -74.785930 | Welisewitz Road | Back Brook | Rural | Hunterdon County, New Jersey | New Jersey | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1920 | 2002 | Snook and Sons | 5 | 5 | 43 | 13.11 | 44 | 13.41 | 16.7 | 5.09 | https://historicbridges.org/newjersey/welisewitz/little_welisewitz1721_small.jpg | https://historicbridges.org/newjersey/welisewitz/little_welisewitz1721.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/welisewitz/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.463890,-74.785930 | ||||||||||||||
| 5495 | Milltown Road Bridge | This is a small pony truss in a scenic setting next to an old mill. The technical description of the main or most noteworthy span of the bridge is a 52.2 ft (15.91 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by William H. Schaaf. | 40.453220 | -75.024400 | Milltown Road | Lockatong Creek | Rural | Hunterdon County, New Jersey | New Jersey | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1929 | 0 | William H. Schaaf | 5 | 5 | 52.2 | 15.91 | 54 | 16.46 | 14 | 4.27 | https://historicbridges.org/newjersey/milltown/little_milltown0922_3_4_small.jpg | https://historicbridges.org/newjersey/milltown/little_milltown0922_3_4.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/milltown/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.453220,-75.024400 | ||||||||||||||
| 5496 | Rake Factory Road Bridge | This is an unaltered example of a riveted pony truss compiled of riveted angles. The technical description of the main or most noteworthy span of the bridge is a 51.2 ft (15.61 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 40.513780 | -74.921470 | Rake Factory Road (Rake Road) | Wickecheoke Creek | Rural | Hunterdon County, New Jersey | New Jersey | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1915 | 1994 | Unknown | 6 | 6 | 51.2 | 15.61 | 53.2 | 16.22 | 14.8 | 4.51 | https://historicbridges.org/newjersey/samlevineroad/little_samlevineroad1536_7_8_small.jpg | https://historicbridges.org/newjersey/samlevineroad/little_samlevineroad1536_7_8.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/samlevineroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.513780,-74.921470 | ||||||||||||||
| 5497 | Upper Kingtown Road Bridge | This bridge is noted for its association with the Dover Boiler Works. The technical description of the main or most noteworthy span of the bridge is a 47 ft (14.33 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Dover Boiler Works of Dover, New Jersey. | 40.593580 | -74.944950 | Upper Kingtown Road | Capoolong Creek | Rural | Hunterdon County, New Jersey | New Jersey | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1919 | 2003 | Dover Boiler Works of Dover, New Jersey | 6 | 6 | 47 | 14.33 | 50 | 15.24 | 15 | 4.57 | https://historicbridges.org/newjersey/kingstownroad/little_kingstownroad0354_small.jpg | https://historicbridges.org/newjersey/kingstownroad/little_kingstownroad0354.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/kingstownroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.593580,-74.944950 | ||||||||||||||
| 5498 | Califon Bridge | Although this altered truss has the name of I. P. Bartley on its plaque, it is clearly a truss fabricated by Massillon Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 95 ft (28.96 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by I. P. Bartley and Co. of Bartley, New Jersey and Massillon Bridge Company of Massillon, Ohio. | 40.720610 | -74.837680 | Main Street (CR-512) | South Branch Raritan River | Califon | Hunterdon County, New Jersey | New Jersey | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1887 | 195 | I. P. Bartley and Co. of Bartley, New Jersey and Massillon Bridge Company of Massillon, Ohio | 7 | 7 | 95 | 28.96 | 100 | 30.48 | 24 | 7.32 | https://historicbridges.org/newjersey/califon/little_califon2040_small.jpg | https://historicbridges.org/newjersey/califon/little_califon2040.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/califon/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.720610,-74.837680 | ||||||||||||||
| 5499 | Buttzville Road Bridge | This early rivet-connected truss bridge is features an uncommon double-Warren truss configuration. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Unknown. | 40.831560 | -75.005390 | Buttzville Road | Pequest River | Rural | Warren County, New Jersey | New Jersey | United States | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1902 | 2010 | Unknown | 8 | 8 | 105 | 32 | 108 | 32.92 | 16 | 4.88 | https://historicbridges.org/newjersey/buttzville/little_buttzville1984_small.jpg | https://historicbridges.org/newjersey/buttzville/little_buttzville1984.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/buttzville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.831560,-75.005390 | ||||||||||||||
| 5500 | Station Road Bridge West | This bridge is a rare example of its builder and retains unique decorative finials. The technical description of the main or most noteworthy span of the bridge is a 82 ft (24.99 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Havana Bridge Works of Montour Falls, New York and Elmira, New York. | 40.952580 | -75.062050 | Station Road | Paulins Kill | Hainesburg | Warren County, New Jersey | New Jersey | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 7 | 1 | 0 | 0 | 1896 | 1990 | Havana Bridge Works of Montour Falls, New York and Elmira, New York | 8 | 8 | 82 | 24.99 | 85 | 25.91 | 13.5 | 4.11 | https://historicbridges.org/newjersey/stationroadwest/little_stationroadwest3876_7_8f_small.jpg | https://historicbridges.org/newjersey/stationroadwest/little_stationroadwest3876_7_8f.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/stationroadwest/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.952580,-75.062050 | ||||||||||||||
| 5501 | Station Road Bridge East | This bridge is within sight of another historic truss bridge, creating an uncommon setting. The technical description of the main or most noteworthy span of the bridge is a 62 ft (18.9 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 40.952160 | -75.061350 | Station Road | Paulins Kill Branch | Hainesburg | Warren County, New Jersey | New Jersey | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1902 | 1990 | Unknown | 5 | 5 | 62 | 18.9 | 63 | 19.2 | 15.4 | 4.69 | https://historicbridges.org/newjersey/stationroadeast/little_stationroadeast3761_2_3_small.jpg | https://historicbridges.org/newjersey/stationroadeast/little_stationroadeast3761_2_3.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/stationroadeast/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.952160,-75.061350 | ||||||||||||||
| 5502 | Jackson Road Bridge | This bridge is a rare example of a Warren truss bridge with no verticals. The technical description of the main or most noteworthy span of the bridge is a 57 ft (17.37 m) metal rivet-connected Warren (No Verticals) pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: The road east of this bridge is posted as private, so approach this bridge from the west. | 40.731580 | -74.635510 | Jackson Road (Stevens Lane, Pleasant Valley Road) | North Branch Raritan River | Rural | Somerset County, New Jersey | New Jersey | United States | The road east of this bridge is posted as private, so approach this bridge from the west. | Metal | Warren (No Verticals) | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1927 | 2008 | Unknown | 7 | 7 | 57 | 17.37 | 62 | 18.9 | 21.3 | 6.49 | https://historicbridges.org/newjersey/stevenslane/little_stevenslane3899_small.jpg | https://historicbridges.org/newjersey/stevenslane/little_stevenslane3899.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/stevenslane/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.731580,-74.635510 | |||||||||||||
| 5504 | Hoffman's Crossing Bridge | This bridge is noteworthy for its association with a local company that more often built water towers than bridges. The technical description of the main or most noteworthy span of the bridge is a 103 ft (31.39 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Tippett and Wood of Phillipsburg, New Jersey. | 40.707080 | -74.861150 | Hoffmans Crossing Road | South Branch Raritan River | Rural | Hunterdon County, New Jersey | New Jersey | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1898 | 1994 | Tippett and Wood of Phillipsburg, New Jersey | 7 | 8 | 103 | 31.39 | 104 | 31.7 | 16 | 4.88 | https://historicbridges.org/newjersey/hoffmancrossing/little_hoffmancrossing2477_small.jpg | https://historicbridges.org/newjersey/hoffmancrossing/little_hoffmancrossing2477.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/hoffmancrossing/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.707080,-74.861150 | ||||||||||||||
| 5505 | Hollow Brook Road Bridge | This is a very unusual pony truss noted for its unusual truss configuration, decorative cast iron caps, and tiny span length. The technical description of the main or most noteworthy span of the bridge is a 31.5 ft (9.6 m) metal pin-connected Inverted Kingpost pony truss, fixed. The bridge was primarily built by Unknown. | 40.717300 | -74.736310 | Hollow Brook Road | Lamington River | Rural | Hunterdon County, New Jersey | New Jersey | United States | Metal | Inverted Kingpost | Pin-Connected | Pony | Truss | Fixed | 2 | 1 | 0 | 0 | 1880 | 0 | Unknown | 8 | 9 | 31.5 | 9.6 | 33.1 | 10.09 | 16 | 4.88 | https://historicbridges.org/newjersey/hollowbrook/little_hollowbrook2518_small.jpg | https://historicbridges.org/newjersey/hollowbrook/little_hollowbrook2518.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/hollowbrook/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.717300,-74.736310 | ||||||||||||||
| 5506 | Bridge Street Bridge | This well maintained truss bridge is notable for association with the Phoenix Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 116 ft (35.36 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. | 40.540700 | -74.583600 | Bridge Street | Railroad (CSX Trenton Line) | Manville | Somerset County, New Jersey | New Jersey | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1918 | 2006 | Phoenix Bridge Company of Phoenixville, Pennsylvania | 6 | 6 | 116 | 35.36 | 125 | 38.1 | 24 | 7.32 | https://historicbridges.org/newjersey/manville/little_manville2694_small.jpg | https://historicbridges.org/newjersey/manville/little_manville2694.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/manville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.540700,-74.583600 | ||||||||||||||
| 5507 | Burnt Mill Road Bridge | This pony truss is a rare example of a Warren truss that has no vertical members. The technical description of the main or most noteworthy span of the bridge is a 82 ft (24.99 m) metal rivet-connected Warren (No Verticals) pony truss, fixed. The bridge was primarily built by Unknown. | 40.634550 | -74.686660 | Burnt Mill Road | Lamington River | Rural | Somerset County, New Jersey | New Jersey | United States | Metal | Warren (No Verticals) | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1919 | 1985 | Unknown | 7 | 7 | 82 | 24.99 | 86 | 26.21 | 15 | 4.57 | https://historicbridges.org/newjersey/burntmill/little_burntmill1899_small.jpg | https://historicbridges.org/newjersey/burntmill/little_burntmill1891.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/burntmill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.634550,-74.686660 | ||||||||||||||
| 5508 | Kingwood-Locktown Road Bridge | This classic riveted pony truss has some odd alterations but still looks nice overall. The technical description of the main or most noteworthy span of the bridge is a 72.2 ft (22.01 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 40.483050 | -74.975920 | Kingwood-Locktown Road | Wickecheoke Creek | Rural | Hunterdon County, New Jersey | New Jersey | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 2003 | Unknown | 5 | 4 | 72.2 | 22.01 | 74.2 | 22.62 | 24.6 | 7.5 | https://historicbridges.org/newjersey/kingwoodlocktownroad/little_kingwoodlocktownroad0409_10_11_small.jpg | https://historicbridges.org/newjersey/kingwoodlocktownroad/little_kingwoodlocktownroad0409_10_11.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/kingwoodlocktownroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.483050,-74.975920 | ||||||||||||||
| 5509 | Locktown-Sergeantsville Road Bridge | This is a tiny lightweight riveted pony truss composed of paired angles. The technical description of the main or most noteworthy span of the bridge is a 47 ft (14.33 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 40.468620 | -74.957520 | Locktown-Sergeantsville Road | Plum Brook | Rural | Hunterdon County, New Jersey | New Jersey | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1925 | 2002 | Unknown | 4 | 4 | 47 | 14.33 | 49 | 14.94 | 25 | 7.62 | https://historicbridges.org/newjersey/locktownsergeantsville/little_locktownsergeantsville0569_small.jpg | https://historicbridges.org/newjersey/locktownsergeantsville/little_locktownsergeantsville0569.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/locktownsergeantsville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.468620,-74.957520 | ||||||||||||||
| 5510 | Locktown Sergeantsville Road Bridge | This pony truss bridge was relocated to this location long ago. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 40.485840 | -74.970560 | Locktown Sergeantsville Road | Wickecheoke Creek | Rural | Hunterdon County, New Jersey | New Jersey | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1920 | 2001 | Unknown | 5 | 4 | 70 | 21.34 | 72 | 21.95 | 19 | 5.79 | https://historicbridges.org/newjersey/locktownsergeantsville2/little_locktownsergeantsville20607_small.jpg | https://historicbridges.org/newjersey/locktownsergeantsville2/little_locktownsergeantsville20607.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/locktownsergeantsville2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.485840,-74.970560 | ||||||||||||||
| 5511 | York Street Bridge | This poor altered pony truss bridge has such shoddy looking repairs that it is comical! The technical description of the main or most noteworthy span of the bridge is a 39 ft (11.89 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. | 40.577070 | -75.094650 | York Street | Hakihohake Creek | Milford | Hunterdon County, New Jersey | New Jersey | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1901 | 2007 | Unknown | 4 | 4 | 39 | 11.89 | 41 | 12.5 | 17 | 5.18 | https://historicbridges.org/newjersey/milfordyorkroad/little_milfordyorkroad0862_small.jpg | https://historicbridges.org/newjersey/milfordyorkroad/little_milfordyorkroad0862.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/milfordyorkroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.577070,-75.094650 | ||||||||||||||
| 5512 | Main Street Bridge | Kenneth "Red" Vandegrift Bridge | This impressively skewed and barely polygonal through truss bridge is noted for its unusual design details. The technical description of the main or most noteworthy span of the bridge is a 137 ft (41.76 m) metal rivet-connected Modified Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. | 40.688030 | -75.197980 | Main Street | Railroad (New Jersey Transit Raritan Valley Line) | Phillipsburg | Warren County, New Jersey | New Jersey | United States | Metal | Modified Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 11 | 1 | 0 | 0 | 1914 | 1992 | Unknown | 7 | 7 | 137 | 41.76 | 149 | 45.42 | 36 | 10.97 | https://historicbridges.org/newjersey/phillipsburgmainstreet/little_phillipsburgmainstreet1078_79_80_small.jpg | https://historicbridges.org/newjersey/phillipsburgmainstreet/little_phillipsburgmainstreet1078_79_80.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/phillipsburgmainstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.688030,-75.197980 | |||||||||||||
| 5513 | Haney's Mill Bridge | Brook Road Bridge | With its a-frame portal bracing, this bridge is a good example of a late Wrought Iron Bridge Company truss bridge. The technical description of the main or most noteworthy span of the bridge is a 98 ft (29.87 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 41.128810 | -74.910280 | Brook Road | Flat Brook | Rural | Sussex County, New Jersey | New Jersey | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1893 | 0 | Wrought Iron Bridge Company of Canton, Ohio | 7 | 7 | 98 | 29.87 | 102 | 31.09 | 10.2 | 3.11 | https://historicbridges.org/newjersey/brookroad2sussex/little_brookroad2sussex1849_small.jpg | https://historicbridges.org/newjersey/brookroad2sussex/little_brookroad2sussex1849.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/brookroad2sussex/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.128810,-74.910280 | |||||||||||||
| 5514 | Brook Road Bridge | This bridge remains on an old road that is today used by non-motorized traffic. The technical description of the main or most noteworthy span of the bridge is a 46 ft (14.02 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. | 41.184940 | -74.850220 | Brook Road | Big Flat Brook | Rural | Sussex County, New Jersey | New Jersey | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 46 | 14.02 | 46 | 14.02 | 11.6 | 3.54 | https://historicbridges.org/newjersey/brookroadsussex/little_brookroadsussex1865_small.jpg | https://historicbridges.org/newjersey/brookroadsussex/little_brookroadsussex1865.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/brookroadsussex/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.184940,-74.850220 | ||||||||||||||
| 5515 | Old Mine Road Bridge | This pony truss was bypassed by a new bridge and abandoned. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 41.101340 | -74.962220 | Old Mine Road | Flat Brook | Rural | Sussex County, New Jersey | New Jersey | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 80 | 24.38 | 80 | 24.38 | 0 | 0 | https://historicbridges.org/newjersey/oldmineflatbrook/little_oldmineflatbrook3076_small.jpg | https://historicbridges.org/newjersey/oldmineflatbrook/little_oldmineflatbrook3077.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/oldmineflatbrook/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.101340,-74.962220 | ||||||||||||||
| 5516 | Walpack Center Bridge | This bridge is an excellent example of the work of the Groton Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 67 ft (20.42 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. | 41.157230 | -74.877240 | Main Street | Flat Brook | Rural | Sussex County, New Jersey | New Jersey | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1889 | 2013 | Groton Bridge Company of Groton, New York | 6 | 6 | 67 | 20.42 | 68.6 | 20.91 | 11.8 | 3.6 | https://historicbridges.org/newjersey/walpackcenter/little_walpackcenter4037_small.jpg | https://historicbridges.org/newjersey/walpackcenter/little_walpackcenter4037.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/walpackcenter/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.157230,-74.877240 | ||||||||||||||
| 5517 | Roy Tract Bridge | Roy's Bridge | This bridge has some alterations but retains some nice details including cast iron pin caps. The technical description of the main or most noteworthy span of the bridge is a 63 ft (19.2 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. | 41.178700 | -74.861550 | Fish and Game Road | Flat Brook | Rural | Sussex County, New Jersey | New Jersey | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Groton Bridge Company of Groton, New York | 6 | 7 | 63 | 19.2 | 67 | 20.42 | 11.2 | 3.41 | https://historicbridges.org/newjersey/roytract/little_roytract3701_small.jpg | https://historicbridges.org/newjersey/roytract/little_roytract3701.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/roytract/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.178700,-74.861550 | |||||||||||||
| 5518 | Willow Avenue Railroad Overpass | This bridge is noted for its skewed design and also its use of brick in the arch ribs. The technical description of the main or most noteworthy span of the bridge is a stone and brick Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 40.652320 | -75.090290 | Railroad (Norfolk Southern) | Willow Avenue | Bloomsbury | Hunterdon County, New Jersey | New Jersey | United States | Stone and Brick | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newjersey/bloomsburywillowroadrr/little_bloomsburywillowroadrr0054_5_6_small.jpg | https://historicbridges.org/newjersey/bloomsburywillowroadrr/little_bloomsburywillowroadrr0054_5_6.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/bloomsburywillowroadrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.652320,-75.090290 | |||||||||||||||
| 5519 | Covered Bridge Road Bridge | Despite the name of the road, this bridge is actually a small stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 40.435842 | -74.964261 | Covered Bridge Road | Wickecheoke Creek Tributary | Rural | Hunterdon County, New Jersey | New Jersey | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newjersey/coveredbridgeroad/little_coveredbridgeroad0145_small.jpg | https://historicbridges.org/newjersey/coveredbridgeroad/little_coveredbridgeroad0145.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/coveredbridgeroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.435842,-74.964261 | |||||||||||||||
| 5520 | Horseshoe Bend Road Bridge | This small stone arch bridge has a very sharp bend as the road turns to cross the creek. The technical description of the main or most noteworthy span of the bridge is a 21 ft (6.4 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 40.510910 | -75.045230 | Horseshoe Bend Road | Copper Creek | Rural | Hunterdon County, New Jersey | New Jersey | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1896 | 0 | Unknown | 4 | 4 | 21 | 6.4 | 21 | 6.4 | 15 | 4.57 | https://historicbridges.org/newjersey/horseshoebend/little_horseshoebend0276_small.jpg | https://historicbridges.org/newjersey/horseshoebend/little_horseshoebend0276.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/horseshoebend/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.510910,-75.045230 | |||||||||||||||
| 5521 | Municipal Drive Railroad Viaduct | A lot of overhead fill and a substantial width make this overpass feel more like a pair of tunnels as it crosses over both creek and road. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 40.650738 | -75.139562 | Railroad (Norfolk Southern) | Pohatcong Creek and Municipal Drive | Rural | Warren County, New Jersey | New Jersey | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newjersey/municipaldrive/little_municipaldrive0943_small.jpg | https://historicbridges.org/newjersey/municipaldrive/little_municipaldrive0943.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/municipaldrive/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.650738,-75.139562 | |||||||||||||||
| 5523 | Bridgepoint Bridge | Visiting this beautiful stone arch bridge within a historic district is like taking a trip back in time. The technical description of the main or most noteworthy span of the bridge is a 18 ft (5.49 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 40.434460 | -74.645050 | Mill Pond Road | Pike Run | Bridgepoint | Somerset County, New Jersey | New Jersey | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1822 | 2000 | Unknown | 7 | 7 | 18 | 5.49 | 57 | 17.37 | 13.5 | 4.11 | https://historicbridges.org/newjersey/bridgepoint/little_bridgepoint1799_800_801_small.jpg | https://historicbridges.org/newjersey/bridgepoint/little_bridgepoint1799_800_801.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/bridgepoint/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.434460,-74.645050 | |||||||||||||||
| 5524 | Island Road Bridge | Altered with added beams, this is a fairly long span for a half-hip pony truss and as such it is also noted for its tall trusses. The technical description of the main or most noteworthy span of the bridge is a 69 ft (21.03 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. | 40.623380 | -74.720860 | Island Road | Rockaway Creek | Rural | Hunterdon County, New Jersey | New Jersey | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 2001 | Unknown | 6 | 6 | 69 | 21.03 | 70 | 21.34 | 13.5 | 4.11 | https://historicbridges.org/newjersey/islandroad/little_islandroad2548_small.jpg | https://historicbridges.org/newjersey/islandroad/little_islandroad2548.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/islandroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.623380,-74.720860 | ||||||||||||||
| 5525 | Mill Road Bridge | This bridge is noted for its two very short truss spans that make use of uncommon steeple head rivets in some areas. The technical description of the main or most noteworthy span of the bridge is a 36 ft (10.97 m) metal rivet-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Dover Boiler Works of Dover, New Jersey. | 40.625360 | -74.756420 | Mill Road | Rockaway Creek | Rural | Hunterdon County, New Jersey | New Jersey | United States | Metal | Pratt | Rivet-Connected | Half-Hip Pony | Truss | Fixed | 3 | 2 | 0 | 0 | 0 | 2005 | Dover Boiler Works of Dover, New Jersey | 6 | 6 | 36 | 10.97 | 70 | 21.34 | 15 | 4.57 | https://historicbridges.org/newjersey/millroad/little_millroad2815_small.jpg | https://historicbridges.org/newjersey/millroad/little_millroad2815.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/millroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.625360,-74.756420 | ||||||||||||||
| 5526 | McCan Mill Road Bridge | Vliettown Bridge | This is a traditional example of a relatively heavy-built riveted pony truss. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 40.690030 | -74.722700 | McCan Mill Road | Lamington River | Rural | Hunterdon County, New Jersey and Somerset County, New Jersey | New Jersey | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1923 | 0 | Unknown | 6 | 6 | 60 | 18.29 | 63 | 19.2 | 15.7 | 4.79 | https://historicbridges.org/newjersey/mccanmill/little_mccanmill2704_small.jpg | https://historicbridges.org/newjersey/mccanmill/little_mccanmill2704.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/mccanmill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.690030,-74.722700 | |||||||||||||
| 5527 | Meadow Lane Bridge | For a truss bridge of this small size, this one is noted for unusually large eyebars in the end panels. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Dover Boiler Works of Dover, New Jersey. | 40.676980 | -74.793260 | Meadow Lane | North Branch Rockaway Creek | Rural | Hunterdon County, New Jersey | New Jersey | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 1991 | Dover Boiler Works of Dover, New Jersey | 5 | 6 | 60 | 18.29 | 61 | 18.59 | 13.5 | 4.11 | https://historicbridges.org/newjersey/meadowlane/little_meadowlane2754_small.jpg | https://historicbridges.org/newjersey/meadowlane/little_meadowlane2754.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/meadowlane/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.676980,-74.793260 | ||||||||||||||
| 5528 | Stone Sign Post Road Bridge | This is a very short pony truss bridge that is also noted for its ornamentation, unsusual for such a diminutive span. The technical description of the main or most noteworthy span of the bridge is a 28 ft (8.53 m) metal multiple-type-connected Warren pony truss, fixed. The bridge was primarily built by J. W. Scott of Flemington, New Jersey. | 40.490420 | -74.938570 | Stone Sign Post Road | Plum Brook | Rural | Hunterdon County, New Jersey | New Jersey | United States | Metal | Warren | Multiple-Type-Connected | Pony | Truss | Fixed | 2 | 1 | 0 | 0 | 1903 | 2003 | J. W. Scott of Flemington, New Jersey | 7 | 7 | 28 | 8.53 | 30 | 9.14 | 15.4 | 4.69 | https://historicbridges.org/newjersey/stonesignpost/little_stonesignpost1647_small.jpg | https://historicbridges.org/newjersey/stonesignpost/little_stonesignpost1647.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/stonesignpost/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.490420,-74.938570 | ||||||||||||||
| 5529 | Peck's Ferry Bridge | Although altered, the unusual design and ornamentation of this very short pony truss bridge can still be appreciated. The technical description of the main or most noteworthy span of the bridge is a 27 ft (8.23 m) metal multiple-type-connected Warren pony truss, fixed. The bridge was primarily built by J. W. Scott of Flemington, New Jersey. | 40.484120 | -74.943520 | Locktown-Flemington Road | Plum Brook | Rural | Hunterdon County, New Jersey | New Jersey | United States | Metal | Warren | Multiple-Type-Connected | Pony | Truss | Fixed | 2 | 1 | 0 | 0 | 1900 | 2004 | J. W. Scott of Flemington, New Jersey | 7 | 7 | 27 | 8.23 | 29 | 8.84 | 24.6 | 7.5 | https://historicbridges.org/newjersey/locktownflemington/little_locktownflemington0535_6_7f_small.jpg | https://historicbridges.org/newjersey/locktownflemington/little_locktownflemington0535_6_7f.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/locktownflemington/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.484120,-74.943520 | ||||||||||||||
| 5530 | L | Manners Road Bridge North | One of two bridges on this section of road that are modern bridges that retained the historic trusses as decorative elements on them. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 40.467780 | -74.813120 | Manners Road (CR-609) | Neshanic River | Rural | Hunterdon County, New Jersey | New Jersey | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 2002 | Unknown | 2 | 2 | 70 | 21.34 | 71 | 21.64 | 18.7 | 5.7 | https://historicbridges.org/newjersey/mannersroadnorth/little_mannersroadnorth0765_small.jpg | https://historicbridges.org/newjersey/mannersroadnorth/little_mannersroadnorth0765.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/mannersroadnorth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.467780,-74.813120 | |||||||||||||
| 5531 | L | Manners Road Bridge South | One of two bridges on this section of road that are modern bridges that retained the historic trusses as decorative elements on them. The technical description of the main or most noteworthy span of the bridge is a 62 ft (18.9 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Dover Boiler Works of Dover, New Jersey. | 40.459330 | -74.806280 | Manners Road (CR-609) | Back Brook | Rural | Hunterdon County, New Jersey | New Jersey | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1914 | 2002 | Dover Boiler Works of Dover, New Jersey | 2 | 2 | 62 | 18.9 | 65 | 19.81 | 15.4 | 4.69 | https://historicbridges.org/newjersey/mannersroadsouth/little_mannersroadsouth0830_small.jpg | https://historicbridges.org/newjersey/mannersroadsouth/little_mannersroadsouth0830.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/mannersroadsouth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.459330,-74.806280 | |||||||||||||
| 5532 | ! | Hunter Road Bridge | Howell Living History Farm Bridge | Although a rare example of its builder, this bridge has been abandoned and is severely deteriorated and at risk for collapse. The technical description of the main or most noteworthy span of the bridge is a 43 ft (13.11 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Variety Iron Works of Cleveland, Ohio. Special note about bridge location: Approach this bridge from the north to avoid crossing private property. | 40.338460 | -74.897960 | Hunter Road | Moores Creek (Pleasant Valley Creek) | Rural | Mercer County, New Jersey | New Jersey | United States | Approach this bridge from the north to avoid crossing private property. | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1889 | 0 | Variety Iron Works of Cleveland, Ohio | 7 | 7 | 43 | 13.11 | 43 | 13.11 | 15.7 | 4.79 | https://historicbridges.org/newjersey/hunterroad/little_hunterroad0324_5_6f_small.jpg | https://historicbridges.org/newjersey/hunterroad/little_hunterroad0324_5_6f.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/hunterroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.338460,-74.897960 | |||||||||||
| 5533 | Greens Bridge | Raritan Valley Line Railroad Bridge | This is an impressive, tall stone arch bridge that may date to the 1860s. The technical description of the main or most noteworthy span of the bridge is a 62 ft (18.9 m) stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 40.677285 | -75.169901 | Railroad (Raritan Valley Line, Central Railroad of New Jersey) | Lapatcong Creek (Morris Canal) and NJ-122 | Phillipsburg | Warren County, New Jersey | New Jersey | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 5 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 62 | 18.9 | 394 | 120.09 | 0 | 0 | https://historicbridges.org/newjersey/raritanvalleylinebridge/little_raritanvalleylinebridge1173_small.jpg | https://historicbridges.org/newjersey/raritanvalleylinebridge/little_raritanvalleylinebridge1173.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/raritanvalleylinebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.677285,-75.169901 | ||||||||||||||
| 5534 | ! | Dresden Suspension Bridge | Bypassed and abandoned, this rare and beautiful bridge is one of a very small number of eyebar suspension bridges in the country. The technical description of the main or most noteworthy span of the bridge is a 443 ft (135.03 m) metal pony truss stiffening eyebar chain suspension, fixed. The bridge was primarily built by Bellefontaine Bridge and Iron Company of Bellefontaine, Ohio. The bridge was primarily designed by Clyde Tucker Morris of Columbus, Ohio. | 40.120610 | -82.000310 | OH-208 | Muskingum River | Dresden | Muskingum County, Ohio | Ohio | United States | Metal | Pony Truss Stiffening | Eyebar Chain | Suspension | Fixed | 24 | 2 | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 0 | 1 | 1914 | 0 | Bellefontaine Bridge and Iron Company of Bellefontaine, Ohio | Clyde Tucker Morris of Columbus, Ohio | 9 | 9 | 443 | 135.03 | 705 | 214.88 | 0 | 0 | https://historicbridges.org/ohio/dresden/little_dresden1979_80_81b_small.jpg | https://historicbridges.org/ohio/dresden/little_dresden1979_80_81b.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/dresden/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.120610,-82.000310 | |||||||
| 5535 | Falling Rock Camp Iron Bridge | Doc Brown Bridge | One of only a few known Post truss bridges in the country, this is a remarkable example of a cast iron truss bridge. The technical description of the main or most noteworthy span of the bridge is a 64.5 ft (19.66 m) metal (cast iron) pin-connected Post pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is located in the Falling Rock Boy Scout Camp. | 40.177180 | -82.302090 | Future Pedestrian Trail | Rocky Fork | Rural | Licking County, Ohio | Ohio | United States | This bridge is located in the Falling Rock Boy Scout Camp. | Metal (Cast Iron) | Post | Pin-Connected | Pony | Truss | Fixed | 13 | 1 | 0 | 0 | 1872 | 0 | Unknown | 10 | 10 | 64.5 | 19.66 | 71.5 | 21.79 | 14.3 | 4.36 | https://historicbridges.org/ohio/fallingrockcampbridge/little_fallingrockcampbridge1366_small.jpg | https://historicbridges.org/ohio/fallingrockcampbridge/little_fallingrockcampbridge1366.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/fallingrockcampbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.177180,-82.302090 | ||||||||||||
| 5537 | White Bridge | This is one of the only surviving examples in the country of the unusual Rezner patent bowstring truss bridge. The technical description of the main or most noteworthy span of the bridge is a 127.1 ft (38.74 m) metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by Ohio Bridge Company of Cleveland, Ohio. The bridge was primarily designed by William Rezner of Cleveland, Ohio. | 41.027390 | -80.608970 | Riverside Drive | Yellow Creek | Poland | Mahoning County, Ohio | Ohio | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Through | Truss | Fixed | 14 | 1 | 0 | 0 | 1877 | 0 | Ohio Bridge Company of Cleveland, Ohio | William Rezner of Cleveland, Ohio | 9 | 10 | 127.1 | 38.74 | 129 | 39.32 | 18 | 5.49 | https://historicbridges.org/ohio/poland/little_poland4593_4_5f_small.jpg | https://historicbridges.org/ohio/poland/little_poland4593_4_5f.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/poland/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.027390,-80.608970 | |||||||||||||
| 5538 | Lorain Road Viaduct | This graceful arch bridge was noted for its early use of welds, reducing the use of rivets in many areas. The technical description of the main or most noteworthy span of the bridge is a 256 ft (78.03 m) metal two-hinged Solid Ribbed deck arch, fixed. The bridge was primarily built by Fort Pitt Bridge Works of Pittsburgh, Pennsylvania. The bridge was primarily designed by D. H. Overman and Ohio State Highway Department. | 41.451670 | -81.825210 | Lorain Road (OH-10) | Rocky River | Fairview Park | Cuyahoga County, Ohio | Ohio | United States | Metal | Solid Ribbed | Two-Hinged | Deck | Arch | Fixed | 13 | 4 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 5 | 1935 | 1990 | Fort Pitt Bridge Works of Pittsburgh, Pennsylvania | D. H. Overman and Ohio State Highway Department | 8 | 8 | 256 | 78.03 | 1230 | 374.9 | 52.2 | 15.91 | https://historicbridges.org/ohio/lorainavenue/little_lorainavenue4490_small.jpg | https://historicbridges.org/ohio/lorainavenue/little_lorainavenue4490.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/lorainavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.451670,-81.825210 | ||||||||||
| 5539 | ! | Hilliard Road Bridge | This large, ornate concrete arch bridge has sadly been allowed to deteriorate. The technical description of the main or most noteworthy span of the bridge is a 220.2 ft (67.12 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Walsh Construction Company of Cleveland, Ohio. The bridge was primarily designed by Alfred M. Felgate. | 41.471390 | -81.823940 | Hilliard Road (CR 69) | Rocky River | Rocky River and Lakewood | Cuyahoga County, Ohio | Ohio | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 5 | 1925 | 1983 | Walsh Construction Company of Cleveland, Ohio | Alfred M. Felgate | 7 | 7 | 220.2 | 67.12 | 860 | 262.13 | 56 | 17.07 | https://historicbridges.org/ohio/hilliard/little_hilliard4417_small.jpg | https://historicbridges.org/ohio/hilliard/little_hilliard4417.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/hilliard/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.471390,-81.823940 | |||||||||||||
| 5540 | Brookpark Viaduct | This long and impressive arch bridge, and work of notable state engineer D. H. Overman, has been allowed to deteriorate. The technical description of the main or most noteworthy span of the bridge is a 192 ft (58.52 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Highway Construction Company of Cleveland, Ohio. The bridge was primarily designed by D. H. Overman and Ohio State Highway Department. | 41.419610 | -81.858080 | Brookpark Road (OH-17) | Rocky River | Fairview Park and Cleveland | Cuyahoga County, Ohio | Ohio | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 8 | Concrete | T-Beam | Fixed | 0 | 7 | 1933 | 1989 | Highway Construction Company of Cleveland, Ohio | D. H. Overman and Ohio State Highway Department | 7 | 7 | 192 | 58.52 | 1919 | 584.91 | 52.2 | 15.91 | https://historicbridges.org/ohio/brookparkviaduct/little_brookparkviaduct4324_5_6f_small.jpg | https://historicbridges.org/ohio/brookparkviaduct/little_brookparkviaduct4324_5_6f.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/brookparkviaduct/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.419610,-81.858080 | |||||||||||
| 5541 | Freedom Bridge | Owen County Bridge 99 | Noted for its significant length, design, and age, this bridge was relocated and reused as a pedestrian overpass to spectacular effect. The technical description of the main or most noteworthy span of the bridge is a 298.9 ft (91.1 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Lafayette Bridge Company of Lafayette, Indiana. Special note about bridge location: The bridge was previously located at these coordinates: 39.20528, -86.86583. | 40.594100 | -86.654780 | Monon High Bridge Trail | IN-25 (Hoosier Heartland Highway) | Delphi | Carroll County, Indiana | Indiana | United States | The bridge was previously located at these coordinates: 39.20528, -86.86583. | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 16 | 1 | 0 | 0 | 1898 | 2014 | Lafayette Bridge Company of Lafayette, Indiana | 8 | 9 | 298.9 | 91.1 | 303 | 92.35 | 16 | 4.88 | https://historicbridges.org/indiana/freedom/little_brg_9505_small.jpg | https://historicbridges.org/indiana/freedom/little_brg_9505.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/freedom/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.594100,-86.654780 | ||||||||||||
| 5542 | Mine Road Bridge | This is an excellent example of a Pratt truss by the notable King Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 101 ft (30.78 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 40.374040 | -74.794010 | Mine Road | Stony Brook | Rural | Mercer County, New Jersey | New Jersey | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1885 | 2011 | King Bridge Company of Cleveland, Ohio | 7 | 7 | 101 | 30.78 | 102 | 31.09 | 16.7 | 5.09 | https://historicbridges.org/newjersey/mineroad/little_mineroad2972_3_4f_small.jpg | https://historicbridges.org/newjersey/mineroad/little_mineroad2972_3_4f.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/mineroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.374040,-74.794010 | ||||||||||||||
| 5543 | Pottersville Bridge | This is an unaltered example of a highway plate girder built by a noteworthy company. The technical description of the main or most noteworthy span of the bridge is a 78 ft (23.77 m) metal through girder, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. | 40.715161 | -74.720282 | Fairmount Road and Black River Road (CR-512) | Lamington River | Pottersville | Hunterdon County, New Jersey and Somerset County, New Jersey | New Jersey | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1934 | 1980 | Phoenix Bridge Company of Phoenixville, Pennsylvania | 4 | 4 | 78 | 23.77 | 81 | 24.69 | 27.6 | 8.41 | https://historicbridges.org/newjersey/pottersville/little_pottersville3280_small.jpg | https://historicbridges.org/newjersey/pottersville/little_pottersville3280.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/pottersville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.715161,-74.720282 | ||||||||||||||||
| 5544 | Riverton-Belvidere Bridge | A rare surviving example of its builder, this is an impressive multi-span truss bridge with an uncommon truss configuration. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by New Jersey Bridge Company of Manasquan, New Jersey. | 40.828800 | -75.084740 | Water Street (Martins Creek Belvidere Highway, SR-1004) | Delaware River | Belvidere and Riverton | Warren County, New Jersey and Northampton County, Pennsylvania | New Jersey and Pennsylvania | United States | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 4 | 0 | 0 | 1904 | 2007 | New Jersey Bridge Company of Manasquan, New Jersey | 8 | 8 | 170 | 51.82 | 652 | 198.73 | 16 | 4.88 | https://historicbridges.org/newjersey/rivertonbelvidere/little_rivertonbelvidere3649_small.jpg | https://historicbridges.org/newjersey/rivertonbelvidere/little_rivertonbelvidere3649.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/rivertonbelvidere/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.828800,-75.084740 | ||||||||||||||
| 5545 | NJ-173 Bridge | This is an uncommon and unaltered example of a concrete-encased steel plate girder. The technical description of the main or most noteworthy span of the bridge is a 63 ft (19.2 m) metal (concrete encased) through girder, fixed. The bridge was primarily built by Unknown. | 40.635180 | -74.911640 | NJ-173 (Old US-22) | South Branch Raritan River | Clinton | Hunterdon County, New Jersey | New Jersey | United States | Metal (Concrete Encased) | Through | Girder | Fixed | 0 | 3 | 0 | 0 | 1926 | 0 | Unknown | 5 | 5 | 63 | 19.2 | 188 | 57.3 | 40 | 12.19 | https://historicbridges.org/newjersey/clinton173/little_clinton1732279_80_81_small.jpg | https://historicbridges.org/newjersey/clinton173/little_clinton1732279_80_81.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/clinton173/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.635180,-74.911640 | ||||||||||||||||
| 5546 | Glendon Hill Road Canal Bridge | This truss bridge crosses a historic canal and a railroad line in its single span. The technical description of the main or most noteworthy span of the bridge is a 126 ft (38.4 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Guerber Engineering Company of Bethlehem, Pennsylvania. | 40.669730 | -75.234820 | Glendon Hill Road | Lehigh Canal and Railroad (Norfolk Southern) | Glendon | Northampton County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1910 | 1949 | Guerber Engineering Company of Bethlehem, Pennsylvania | 6 | 6 | 126 | 38.4 | 137 | 41.76 | 16 | 4.88 | https://historicbridges.org/pennsylvania/glendonhillroadcanal/little_glendonhillroadcanal4953_small.jpg | https://historicbridges.org/pennsylvania/glendonhillroadcanal/little_glendonhillroadcanal4953.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/glendonhillroadcanal/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.669730,-75.234820 | ||||||||||||||
| 5547 | Glendon Hill Road River Bridge | This truss bridge is noted for its use of rolled beams in uncommon areas. The technical description of the main or most noteworthy span of the bridge is a 119 ft (36.27 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 40.669930 | -75.236960 | Glendon Hill Road | Lehigh River | Easton | Northampton County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 3 | 0 | 0 | 0 | 2012 | Unknown | 6 | 6 | 119 | 36.27 | 357 | 108.81 | 11.5 | 3.51 | https://historicbridges.org/pennsylvania/glendonhillroadriver/little_glendonhillroadriver5076_small.jpg | https://historicbridges.org/pennsylvania/glendonhillroadriver/little_glendonhillroadriver5076.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/glendonhillroadriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.669930,-75.236960 | ||||||||||||||
| 5548 | Canal Road Bridge | Six Mile Creek Aqueduct | This is a very old canal-related stone arch bridge and aqueduct that has been widened in an unusual way. The technical description of the main or most noteworthy span of the bridge is a 12 ft (3.66 m) stone Elliptical deck arch, fixed. The bridge was primarily built by Unknown. | 40.472890 | -74.571120 | Canal Road and Delaware and Raritan Canal | Six Mile Run | Rural | Hunterdon County, New Jersey | New Jersey | United States | Stone | Elliptical | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1834 | 1934 | Unknown | 6 | 7 | 12 | 3.66 | 42 | 12.8 | 0 | 0 | https://historicbridges.org/newjersey/canalroadsomerset/little_canalroadsomerset2190_1_2_small.jpg | https://historicbridges.org/newjersey/canalroadsomerset/little_canalroadsomerset2190_1_2.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/canalroadsomerset/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.472890,-74.571120 | ||||||||||||||
| 5549 | Mohawk Dam Bridge | This bridge with variable depth truss serves as access to the utility building for a dam all of which is detailed in Art Deco style. The technical description of the main or most noteworthy span of the bridge is a 83 ft (25.3 m) metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Mount Vernon Bridge Company of Mount Vernon, Ohio. | 40.353350 | -82.086310 | Utility Access Road | Muskingum River | Rural | Coshocton County, Ohio | Ohio | United States | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 10 | 1 | 0 | 0 | 1937 | 0 | Mount Vernon Bridge Company of Mount Vernon, Ohio | 7 | 7 | 83 | 25.3 | 83 | 25.3 | 0 | 0 | https://historicbridges.org/ohio/mohawkdambridge/little_mohawkdambridge1606_7_8_small.jpg | https://historicbridges.org/ohio/mohawkdambridge/little_mohawkdambridge1606_7_8.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/mohawkdambridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.353350,-82.086310 | ||||||||||||||
| 5550 | Mile Creek Road Bridge | This bridge has details more commonly associated with 1870s bowstrings, suggesting it is one of the oldest Pratt truss bridges in Ohio. The technical description of the main or most noteworthy span of the bridge is a 52.2 ft (15.91 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. | 40.440760 | -82.607910 | Mile Creek Road | Mile Creek | Rural | Knox County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 9 | 9 | 52.2 | 15.91 | 52.2 | 15.91 | 13.5 | 4.11 | https://historicbridges.org/ohio/milecreekroadbridge/little_milecreekroadbridge0487_8_9_small.jpg | https://historicbridges.org/ohio/milecreekroadbridge/little_milecreekroadbridge0487_8_9.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/milecreekroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.440760,-82.607910 | ||||||||||||||
| 5551 | Rexford Falls Bridge | This unique bowstring footbridge has unusual design details. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal Bowstring through truss, fixed. The bridge was primarily built by William Sheldon of Sherburne, New York. | 42.676270 | -75.490550 | Pedestrian Walkway | Mad Brook | Sherburne | Chenango County, New York | New York | United States | Metal | Bowstring | Through | Truss | Fixed | 0 | 1 | Wood | Threaded Rod-Nut Connected | Stringer (Multi-Beam) | Fixed | 0 | 1 | 1877 | 2006 | William Sheldon of Sherburne, New York | 9 | 9 | 75 | 22.86 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/rexfordfalls/little_rexfordfalls045_small.jpg | https://historicbridges.org/newyork/rexfordfalls/little_rexfordfalls045.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/rexfordfalls/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.676270,-75.490550 | |||||||||||
| 5553 | Rodrick Bridge | Ohio State University Newark Campus Bridge | This nationally significant bridge is the only surviving Whipple arch type bowstring outside of New York State. The technical description of the main or most noteworthy span of the bridge is a 101 ft (30.78 m) metal (cast iron) Bowstring through truss, fixed. The bridge was primarily built by Coshocton Iron Works of Coshocton, Ohio. The bridge was primarily designed by Squire Whipple. | 40.068830 | -82.441190 | Pedestrian Walkway | Local Drain | Newark | Licking County, Ohio | Ohio | United States | Metal (Cast Iron) | Bowstring | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1872 | 1998 | Coshocton Iron Works of Coshocton, Ohio | Squire Whipple | 9 | 10 | 101 | 30.78 | 101 | 30.78 | 18 | 5.49 | https://historicbridges.org/ohio/rodrickbridge/little_rodrickbridge1069_small.jpg | https://historicbridges.org/ohio/rodrickbridge/little_rodrickbridge1069.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/rodrickbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.068830,-82.441190 | |||||||||||||
| 5554 | Dresden Railroad Bridge | This is a late example of a pin-connected railroad through truss. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 40.128680 | -82.008530 | Railroad (Ohio Central Railroad) | Wakatomika Creek | Dresden | Muskingum County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1913 | 0 | Unknown | 7 | 7 | 150 | 45.72 | 150 | 45.72 | 0 | 0 | https://historicbridges.org/ohio/dresdenrr/little_dresdenrr1755_small.jpg | https://historicbridges.org/ohio/dresdenrr/little_dresdenrr1755.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/dresdenrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.128680,-82.008530 | ||||||||||||||
| 5555 | Ellis Bridge | Pennsylvania Railroad Bridge 12 | This bridge has a complex and fascinating history and includes a rare Whipple truss span. The technical description of the main or most noteworthy span of the bridge is a 134 ft (40.84 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Unknown. | 40.041010 | -81.983100 | Railroad (Rail-Trail) | Muskingum River | Rural | Muskingum County, Ohio | Ohio | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 0 | 1 | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 3 | 0 | 1913 | Unknown | 8 | 8 | 134 | 40.84 | 550 | 167.64 | 0 | 0 | https://historicbridges.org/ohio/ellisbridge/little_ellisbridge2124_5_6_small.jpg | https://historicbridges.org/ohio/ellisbridge/little_ellisbridge2124_5_6.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/ellisbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.041010,-81.983100 | |||||||
| 5556 | East Main Street Bridge | This unusually wide pin-connected truss bridge remains open to heavy traffic today, albeit with significant alterations. The technical description of the main or most noteworthy span of the bridge is a 151 ft (46.02 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. | 40.059330 | -82.396470 | East Main Street | North Fork Licking River | Newark | Licking County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1898 | 2002 | Massillon Bridge Company of Massillon, Ohio | 7 | 7 | 151 | 46.02 | 157.2 | 47.91 | 35 | 10.67 | https://historicbridges.org/ohio/newarkmainstreet/little_newarkmainstreet1098_small.jpg | https://historicbridges.org/ohio/newarkmainstreet/little_newarkmainstreet1098.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/newarkmainstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.059330,-82.396470 | ||||||||||||||
| 5557 | Towpath Bridge | Although altered this is a rare example of a Massillon Bridge Company iron Howe truss design. The technical description of the main or most noteworthy span of the bridge is a metal Howe pony truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. | 40.283920 | -81.877510 | Pedestrian Walkway | Ohio and Erie Canal (Walhonding Canal) | Coshocton (Roscoe Village) | Coshocton County, Ohio | Ohio | United States | Metal | Howe | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Massillon Bridge Company of Massillon, Ohio | 9 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/towpathbridge/little_towpathbridge1692_3_4_small.jpg | https://historicbridges.org/ohio/towpathbridge/little_towpathbridge1692_3_4.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/towpathbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.283920,-81.877510 | |||||||||||||||
| 5558 | Mount Vernon Railroad Bridge | This is one of several nice looking historic railroad truss bridges in Mt. Vernon. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works). | 40.389710 | -82.488690 | Railroad (CSX, Ohio Central Railroad) | Kokosing River | Mount Vernon | Knox County, Ohio | Ohio | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 5 | 2 | 0 | 0 | 1899 | 0 | A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works) | 7 | 7 | 125 | 38.1 | 250 | 76.2 | 0 | 0 | https://historicbridges.org/ohio/mtvernonrr1/little_mtvernonrr10544_small.jpg | https://historicbridges.org/ohio/mtvernonrr1/little_mtvernonrr10544.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/mtvernonrr1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.389710,-82.488690 | ||||||||||||||
| 5559 | Mount Vernon Dry Creek Railroad Bridge | With a slight skew, this is one of several nice looking historic railroad truss bridges in Mt. Vernon. The technical description of the main or most noteworthy span of the bridge is a 135 ft (41.15 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works). | 40.385590 | -82.486960 | Railroad (CSX, Ohio Central Railroad) | Dry Creek | Mount Vernon | Knox County, Ohio | Ohio | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1899 | 0 | A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works) | 7 | 6 | 135 | 41.15 | 135 | 41.15 | 0 | 0 | https://historicbridges.org/ohio/mtvernonrr3/little_mtvernonrr30812_small.jpg | https://historicbridges.org/ohio/mtvernonrr3/little_mtvernonrr30812.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/mtvernonrr3/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.385590,-82.486960 | ||||||||||||||
| 5560 | Mount Vernon Heart of Ohio Railroad Bridge | Mount Vernon Pennsylvania Railroad Bridge | This is an impressive and well preserved railroad truss bridge, one of three railroad truss bridges in this city. The technical description of the main or most noteworthy span of the bridge is a 230 ft (70.1 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 40.388890 | -82.485070 | Railroad (Heart of Ohio Rail-Trail) | Kokosing River | Mount Vernon | Knox County, Ohio | Ohio | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 230 | 70.1 | 230 | 70.1 | 0 | 0 | https://historicbridges.org/ohio/mtvernonrr2/little_mtvernonrr20658_small.jpg | https://historicbridges.org/ohio/mtvernonrr2/little_mtvernonrr20658.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/mtvernonrr2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.388890,-82.485070 | |||||||||||||
| 5561 | Main Street Bridge | This impressive stone arch bridge remains the primary highway bridge in Mount Vernon. The technical description of the main or most noteworthy span of the bridge is a 38 ft (11.58 m) stone Segmental deck arch, fixed. The bridge was primarily built by T. B. Townsend of Zanesville, Ohio. | 40.389160 | -82.485800 | Main Street (OH-13) | Kokosing River | Mount Vernon | Knox County, Ohio | Ohio | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 5 | 0 | 0 | 1892 | 1969 | T. B. Townsend of Zanesville, Ohio | 7 | 7 | 38 | 11.58 | 190 | 57.91 | 56 | 17.07 | https://historicbridges.org/ohio/mtvernonstonebridge/little_mtvernonstonebridge0675_small.jpg | https://historicbridges.org/ohio/mtvernonstonebridge/little_mtvernonstonebridge0675.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/mtvernonstonebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.389160,-82.485800 | |||||||||||||||
| 5562 | Lucerne Road Bridge | Ariel Foundation Park Pratt Truss Bridge | Although they do not function as load-bearing trusses anymore, these Pratt trusses remain historic structures that add beauty and heritage to a unique park. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Mount Vernon Bridge Company of Mount Vernon, Ohio. | 40.387570 | -82.500850 | Park Road | Park Stream | Mount Vernon | Knox County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1900 | 0 | Mount Vernon Bridge Company of Mount Vernon, Ohio | 6 | 6 | 50 | 15.24 | 52.2 | 15.91 | 13.4 | 4.08 | https://historicbridges.org/ohio/arielfoundationpark_lucerne/little_arielfoundationpark_lucerne0774_small.jpg | https://historicbridges.org/ohio/arielfoundationpark_lucerne/little_arielfoundationpark_lucerne0774.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/arielfoundationpark_lucerne/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.387570,-82.500850 | |||||||||||||
| 5563 | OH-715 Walhonding River Bridge | This rare example of a multi-span pin-connected Pennsylvania through truss has been bypassed and abandoned. The technical description of the main or most noteworthy span of the bridge is a 203 ft (61.87 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Central Concrete and Construction Company of Canton, Ohio and Canton Bridge Company of Canton, Ohio. | 40.354950 | -82.104950 | OH-715 | Walhonding River | Rural | Coshocton County, Ohio | Ohio | United States | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 12 | 2 | 0 | 0 | 1914 | 0 | Central Concrete and Construction Company of Canton, Ohio and Canton Bridge Company of Canton, Ohio | 8 | 8 | 203 | 61.87 | 410 | 124.97 | 18 | 5.49 | https://historicbridges.org/ohio/walhondingriveroh715bridge/little_walhondingriveroh715bridge1521_small.jpg | https://historicbridges.org/ohio/walhondingriveroh715bridge/little_walhondingriveroh715bridge1521.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/walhondingriveroh715bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.354950,-82.104950 | ||||||||||||||
| 5564 | Warren Road Bridge | This bridge has details suggesting it may date to the 1880s and be a product of the Mount Vernon Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 92 ft (28.04 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is closed with the deck and deck stringers removed. | 40.246290 | -82.269310 | Warren Road (TR-147) | Wakatomica Creek | Rural | Knox County, Ohio | Ohio | United States | This bridge is closed with the deck and deck stringers removed. | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 0 | 1963 | Unknown | 7 | 7 | 92 | 28.04 | 94 | 28.65 | 13.5 | 4.11 | https://historicbridges.org/ohio/warrenroadbridge/little_warrenroadbridge1403_small.jpg | https://historicbridges.org/ohio/warrenroadbridge/little_warrenroadbridge1403.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/warrenroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.246290,-82.269310 | |||||||||||||
| 5565 | Limestone Valley Road Kent Run Bridge | This is the larger of a couple of curved chord through girder bridges on this section of road. The technical description of the main or most noteworthy span of the bridge is a 47 ft (14.33 m) concrete curved chord through girder, fixed. The bridge was primarily built by Unknown. | 39.870880 | -82.099670 | Limestone Valley Road | Kent Run | Rural | Muskingum County, Ohio | Ohio | United States | Concrete | Curved Chord Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1924 | 0 | Unknown | 6 | 6 | 47 | 14.33 | 50 | 15.24 | 24 | 7.32 | https://historicbridges.org/ohio/limestonevalleyroadkentrunbridge/little_limestonevalleyroadkentrunbridge2257_8_9_small.jpg | https://historicbridges.org/ohio/limestonevalleyroadkentrunbridge/little_limestonevalleyroadkentrunbridge2257_8_9.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/limestonevalleyroadkentrunbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.870880,-82.099670 | ||||||||||||||||
| 5566 | Limestone Valley Road Bridge | This is the smaller of a couple of curved chord through girder bridges on this section of road. The technical description of the main or most noteworthy span of the bridge is a 25 ft (7.62 m) concrete curved chord through girder, fixed. The bridge was primarily built by Unknown. | 39.875000 | -82.093580 | Limestone Valley Road | Kent Run Tributary | Rural | Muskingum County, Ohio | Ohio | United States | Concrete | Curved Chord Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1925 | 0 | Unknown | 6 | 6 | 25 | 7.62 | 29 | 8.84 | 24.3 | 7.41 | https://historicbridges.org/ohio/limestonevalleyroadbridge/little_limestonevalleyroadbridge2225_small.jpg | https://historicbridges.org/ohio/limestonevalleyroadbridge/little_limestonevalleyroadbridge2225.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/limestonevalleyroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.875000,-82.093580 | ||||||||||||||||
| 5567 | Painter Run Private Bridge | Someone gets to drive over this classic little pony truss bridge every time they leave their home! The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on a private driveway but is right next to the public road and easy to view. | 40.189180 | -82.264740 | Private Driveway | Painter Run | Rural | Licking County, Ohio | Ohio | United States | This bridge is on a private driveway but is right next to the public road and easy to view. | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/fallsburgroadprivatebridge/little_fallsburgroadprivatebridge1370_small.jpg | https://historicbridges.org/ohio/fallsburgroadprivatebridge/little_fallsburgroadprivatebridge1370.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/fallsburgroadprivatebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.189180,-82.264740 | |||||||||||||
| 5568 | Dry Creek Private Bridge | Located on a private driveway, this is an unusual pony truss noted for its latticed endpost. The technical description of the main or most noteworthy span of the bridge is a 63 ft (19.2 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on a private driveway. | 40.119060 | -82.468970 | Private Driveway | Dry Creek | Rural | Licking County, Ohio | Ohio | United States | This bridge is on a private driveway. | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 63 | 19.2 | 63 | 19.2 | 13.5 | 4.11 | https://historicbridges.org/ohio/drycreekroadprivatebridge/little_drycreekroadprivatebridge0959_small.jpg | https://historicbridges.org/ohio/drycreekroadprivatebridge/little_drycreekroadprivatebridge0959.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/drycreekroadprivatebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.119060,-82.468970 | |||||||||||||
| 5569 | Bradner Creek Bridge | Featuring the unusual and decorative details of its builder, this is one of the few surviving examples of the Horseheads Bridge Company. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Horseheads Bridge Company of Horseheads, New York. Special note about bridge location: This bridge is on private property in the middle of a field. | 42.601257 | -77.738735 | Farm Access | Bradner Creek | Rural | Livingston County, New York | New York | United States | This bridge is on private property in the middle of a field. | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 0 | Horseheads Bridge Company of Horseheads, New York | 8 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/bradnercreek/little_bradnercreek4070_small.jpg | https://historicbridges.org/newyork/bradnercreek/little_bradnercreek4070.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/bradnercreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.601257,-77.738735 | |||||||||||||
| 5570 | Everman Road West Ditch Bridge | This short, abandoned pony truss had a lot a major alterations during its service life. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. | 42.618385 | -77.762238 | Everman Road | West Ditch | Rural | Livingston County, New York | New York | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 2 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/evermanroad2/little_evermanroad24115_small.jpg | https://historicbridges.org/newyork/evermanroad2/little_evermanroad24115.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/evermanroad2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.618385,-77.762238 | ||||||||||||||
| 5571 | Blue Bridge | Lamereaux Road Bridge | This attractive through truss has stringers that today carry the live load, and is noted for slight differences between the two truss spans. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 41.279500 | -82.675440 | Lamereaux Road (TR-118) | West Branch Huron River | Rural | Huron County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 2 | 0 | 0 | 1882 | 1996 | King Bridge Company of Cleveland, Ohio | 7 | 7 | 80 | 24.38 | 162 | 49.38 | 15 | 4.57 | https://historicbridges.org/ohio/lamereauxroadbluebridge/little_lamereauxroadbluebridge366_small.jpg | https://historicbridges.org/ohio/lamereauxroadbluebridge/little_lamereauxroadbluebridge366.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/lamereauxroadbluebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.279500,-82.675440 | |||||||||||||
| 5572 | Big Run Road Bridge | This bridge was bypassed and later preserved for pedestrian use. Do not be fooled by all the bolts, this used to be an all-riveted bridge! The technical description of the main or most noteworthy span of the bridge is a 190 ft (57.91 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. | 40.357680 | -82.385040 | Big Run Road (Old Alignment) | Kokosing River | Rural | Knox County, Ohio | Ohio | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1915 | 2010 | Unknown | 6 | 7 | 190 | 57.91 | 194 | 59.13 | 15.7 | 4.79 | https://historicbridges.org/ohio/bigrunroad/little_bigrunroad0864_small.jpg | https://historicbridges.org/ohio/bigrunroad/little_bigrunroad0864.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/bigrunroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.357680,-82.385040 | ||||||||||||||
| 5573 | Rocky Fork Road Bridge | This is a state-designed highway truss with a relatively early use of rolled Bethlehem wide flange beams. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Pittsburgh - Des Moines Steel Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Ohio State Highway Department. | 40.165210 | -82.292530 | Rocky Fork Road | Rocky Fork | Rural | Licking County, Ohio | Ohio | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 1928 | 0 | Pittsburgh - Des Moines Steel Company of Pittsburgh, Pennsylvania | Ohio State Highway Department | 5 | 6 | 105 | 32 | 108 | 32.92 | 24 | 7.32 | https://historicbridges.org/ohio/rockyforkroadbridge/little_rockyforkroadbridge1251_small.jpg | https://historicbridges.org/ohio/rockyforkroadbridge/little_rockyforkroadbridge1251.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/rockyforkroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.165210,-82.292530 | |||||||||||||
| 5574 | L | Bridgeport Bridge | Pony Bridge, William H. Murray Bridge | With 38 truss spans, this is the longest known simple-span pony truss bridge in America, a signature Route 66 bridge, and the longest bridge in Oklahoma. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Camelback pony truss, fixed. The bridge was primarily built by Kansas City Bridge Company of Kansas City, Missouri. The bridge was primarily designed by Oklahoma Highway Commission. | 35.543460 | -98.318070 | Historic US-66 (US-281, OK-8) | South Canadian River | Rural (Near Bridgeport) | Caddo County, Oklahoma and Canadian County, Oklahoma | Oklahoma | United States | Metal | Camelback | Rivet-Connected | Pony | Truss | Fixed | 5 | 38 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1933 | 0 | Kansas City Bridge Company of Kansas City, Missouri | Oklahoma Highway Commission | 9 | 10 | 100 | 30.48 | 3944.3 | 1202.22 | 24 | 7.32 | https://historicbridges.org/oklahoma/us281canadian/little_us281canadian_5639_small.jpg | https://historicbridges.org/oklahoma/us281canadian/little_us281canadian_5756.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/us281canadian/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.543460,-98.318070 | ||||||||
| 5575 | Tarentum Bridge | George Stuart Memorial Bridge | As a result of demolition, this bridge is an increasingly rare example of a bridge on the Allegheny River with historic and aesthetic value. The technical description of the main or most noteworthy span of the bridge is a 446 ft (135.94 m) metal continuous rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. | 40.597390 | -79.755010 | PA-366 | Allegheny River and 1st Avenue | Tarentum | Allegheny County, Pennsylvania and Westmoreland County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 0 | Continuous | 4 | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 0 | 1 | 1949 | 1986 | Unknown | 7 | 7 | 446 | 135.94 | 1784.2 | 543.82 | 55 | 16.76 | https://historicbridges.org/pennsylvania/tarentum/little_day4tarentum6320_small.jpg | https://historicbridges.org/pennsylvania/tarentum/little_day4tarentum6320.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/tarentum/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.597390,-79.755010 | ||||||
| 5576 | 62nd Street Bridge | Senator Robert D. Fleming Bridge | This late example of a riveted cantilever truss bridge has an unusually shaped truss, with a shallow arched appearance. The technical description of the main or most noteworthy span of the bridge is a 400 ft (121.92 m) metal cantilever rivet-connected Warren deck truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Parsons, Brinckerhoff, Hall, and Macdonald of New York, New York. | 40.491170 | -79.937990 | 62nd Street (PA-8) | Allegheny River and Various Streets and Railroad | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 16 | Cantilever | 4 | Metal | Deck | Girder | 0 | Cantilever | 12 | 1960 | 2008 | American Bridge Company of New York, New York | Parsons, Brinckerhoff, Hall, and Macdonald of New York, New York | 7 | 6 | 400 | 121.92 | 2106 | 641.91 | 50 | 15.24 | https://historicbridges.org/pennsylvania/robertfleming/little_day4robertfleming6566_small.jpg | https://historicbridges.org/pennsylvania/robertfleming/little_day4robertfleming6566.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/robertfleming/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.491170,-79.937990 | |||||||
| 5577 | Stone Cliff Bridge | Thurmond-McDenoree Road Bridge | This unique bridge compliments its breathtaking setting very nicely. The technical description of the main or most noteworthy span of the bridge is a 190 ft (57.91 m) metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: It is recomended to reach this bridge from the west (Thurmond), because The road east and south of the bridge slowly degrades into a muddy two-track trail. | 37.936720 | -81.063420 | Thurmond-McDenoree Road (CR-25) | New River and Railroad | Rural | Fayette County, West Virginia | West Virginia | United States | It is recomended to reach this bridge from the west (Thurmond), because The road east and south of the bridge slowly degrades into a muddy two-track trail. | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 10 | 4 | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 10 | 1 | 1928 | 2003 | Unknown | 7 | 8 | 190 | 57.91 | 760 | 231.65 | 19.7 | 6 | https://historicbridges.org/wvirginia/cr25thurmondmcdenoree/little_day6cr25thurmondmcdenoree4578_small.jpg | https://historicbridges.org/wvirginia/cr25thurmondmcdenoree/little_day6cr25thurmondmcdenoree4578.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/cr25thurmondmcdenoree/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.936720,-81.063420 | ||||||
| 5578 | Hinton Main Street Bridge | Avis Overhead Bridge | This impressive viaduct includes not only one of the only rainbow arch spans in West Virginia, but an impressive curved approach system of deck arch spans as well. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is open to pedestrians only. | 37.668220 | -80.892040 | Main Street (Old WV-107) | Grace Street and Railroad (CSX) | Hinton | Summers County, West Virginia | West Virginia | United States | This bridge is open to pedestrians only. | Concrete | Rainbow | Through | Arch | Fixed | 0 | 1 | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 4 | 1928 | 0 | Unknown | 7 | 9 | 120 | 36.58 | 445 | 135.64 | 20 | 6.1 | https://historicbridges.org/wvirginia/hintonoldmainstreetbridge/little_day6hintonoldmainstreetbridge4402_3_4_tonemappedb_small.jpg | https://historicbridges.org/wvirginia/hintonoldmainstreetbridge/little_day6hintonoldmainstreetbridge4402_3_4_tonemappedb.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/hintonoldmainstreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.668220,-80.892040 | ||||||||
| 5579 | Alderson Bridge | One of the most notable concrete arch bridges in the state, this is also one of the only historic bridges in the entire state to be preserved! The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Concrete Steel Bridge Company of Clarksburg, West Virginia. The bridge was primarily designed by Frank Duff McEnteer. | 37.725030 | -80.642730 | Monroe Street (Pedestrian Walkway) | Greenbrier River | Alderson | Greenbrier County, West Virginia and Monroe County, West Virginia | West Virginia | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 4 | 0 | 0 | 1914 | 1977 | Concrete Steel Bridge Company of Clarksburg, West Virginia | Frank Duff McEnteer | 7 | 7 | 110 | 33.53 | 452.7 | 137.98 | 21 | 6.4 | https://historicbridges.org/wvirginia/aldersonbridge/little_day6aldersonbridge5123_4_5_tonemapped_small.jpg | https://historicbridges.org/wvirginia/aldersonbridge/little_day6aldersonbridge5123_4_5_tonemapped.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/aldersonbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.725030,-80.642730 | ||||||||||||||
| 5580 | Fort Spring Bridge | This riveted truss bridge is in suprisingly good condition. The technical description of the main or most noteworthy span of the bridge is a 169 ft (51.51 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 37.744060 | -80.545850 | CR-43 (Fort Spring Pike Road) | Greenbrier River | Rural | Greenbrier County, West Virginia | West Virginia | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Deck | Girder | Fixed | 0 | 2 | 1925 | 1997 | Unknown | 6 | 6 | 169 | 51.51 | 253 | 77.11 | 21.3 | 6.49 | https://historicbridges.org/wvirginia/cr43fortspringpikeroad/little_day6cr43fortspringpikeroad4559_small.jpg | https://historicbridges.org/wvirginia/cr43fortspringpikeroad/little_day6cr43fortspringpikeroad4559.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/cr43fortspringpikeroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.744060,-80.545850 | ||||||||||
| 5581 | Laurel Run Road Bridge | This pony truss bridge has been abandoned, and is noted for its laced endposts. The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. | 38.578900 | -80.734250 | CR-40-15 (Laurel Run Road) | Little Birch River | Rural | Braxton County, West Virginia | West Virginia | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1905 | 1950 | Unknown | 7 | 7 | 64 | 19.51 | 66.3 | 20.21 | 12 | 3.66 | https://historicbridges.org/wvirginia/laurelrunroad/little_day6laurelrunroad4337_small.jpg | https://historicbridges.org/wvirginia/laurelrunroad/little_day6laurelrunroad4337.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/laurelrunroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.578900,-80.734250 | ||||||||||||||
| 5582 | Euritt Bridge | This bridge includes a remarkable pony truss span that is a bedstead at one end only, as well as an unaltered through truss span. The technical description of the main or most noteworthy span of the bridge is a 126 ft (38.4 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Daniel and Webster of Garden Grove, Iowa. Special note about bridge location: This bridge is closed, and the road east of the bridge appears to be privately owned today, with gravel pit activity immediately east of the bridge. | 40.721770 | -93.876090 | River Road | Grand River | Rural | Decatur County, Iowa | Iowa | United States | This bridge is closed, and the road east of the bridge appears to be privately owned today, with gravel pit activity immediately east of the bridge. | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | Metal | Pratt | Pin-Connected | Bedstead | Truss | Fixed | 4 | 3 | 1882 | 0 | Daniel and Webster of Garden Grove, Iowa | 9 | 9 | 126 | 38.4 | 235 | 71.63 | 13 | 3.96 | https://historicbridges.org/iowa/euritt/little_euritt_6787_small.jpg | https://historicbridges.org/iowa/euritt/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/euritt/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.721770,-93.876090 | |||||||
| 5583 | Creamery Bridge | Miami County Bridge No. 49 | One of the most visually impressive Marsh arch bridges in Kansas, this one has also been sensitively rehabilitated. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) concrete marsh (standard) Rainbow through arch, fixed. The bridge was primarily built by Maxwell Construction Company of Columbus, Kansas. The bridge was primarily designed by Marsh Engineering Company of Des Moines, Iowa. | 38.502900 | -94.955220 | 8th Street (Plum Creek Road) | Marais Des Cygnes River | Osawatomie | Miami County, Kansas | Kansas | United States | Concrete | Rainbow | Marsh (Standard) | Through | Arch | Fixed | 0 | 3 | 0 | 0 | 1930 | 2013 | Maxwell Construction Company of Columbus, Kansas | Marsh Engineering Company of Des Moines, Iowa | 9 | 9 | 140 | 42.67 | 316 | 96.32 | 19.7 | 6 | https://historicbridges.org/kansas/creamerybridge/little_creamerybridge_1226_7_8ur_small.jpg | https://historicbridges.org/kansas/creamerybridge/little_creamerybridge_1226_7_8ur.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/creamerybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.502900,-94.955220 | ||||||||||||
| 5584 | Asylum Bridge | This is one of the most unique bridges in the entire country with a design that defies classification, but has been called a Reverse Parker truss. The technical description of the main or most noteworthy span of the bridge is a 121 ft (36.88 m) metal continuous multiple-type-connected Modified Parker through truss, fixed. The bridge was primarily built by Kansas City Bridge Company of Kansas City, Missouri. Special note about bridge location: Approach this abandoned bridge from the south. | 38.505130 | -94.941990 | 1st Street (Osawatomie Road) | Marais Des Cygnes River | Osawatomie | Miami County, Kansas | Kansas | United States | Approach this abandoned bridge from the south. | Metal | Modified Parker | Multiple-Type-Connected | Through | Truss | Fixed | 8 | Continuous | 1 | 0 | 2 | 1905 | 0 | Kansas City Bridge Company of Kansas City, Missouri | 9 | 10 | 121 | 36.88 | 219 | 66.75 | 16 | 4.88 | https://historicbridges.org/kansas/asylum/little_asylum_0988_89_90bal_small.jpg | https://historicbridges.org/kansas/asylum/little_asylum_0988_89_90bal.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/asylum/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.505130,-94.941990 | ||||||||||||
| 5585 | Soden's Grove Bridge | Soden Grove Bridge | The oldest dated Marsh arch bridge in Kansas, this impressive Marsh arch bridge was bypassed and left standing for pedestrians. The technical description of the main or most noteworthy span of the bridge is a 126 ft (38.4 m) concrete marsh (tied) Rainbow through arch, fixed. The bridge was primarily built by Western Bridge Company of Harrisonville, Missouri. The bridge was primarily designed by Marsh Engineering Company of Des Moines, Iowa. | 38.385970 | -96.181930 | Commercial Street (Old KS-99) | Cottonwood River | Emporia | Lyon County, Kansas | Kansas | United States | Concrete | Rainbow | Marsh (Tied) | Through | Arch | Fixed | 14 | 1 | Concrete | T-Beam | Fixed | 0 | 1 | 1923 | 0 | Western Bridge Company of Harrisonville, Missouri | Marsh Engineering Company of Des Moines, Iowa | 9 | 9 | 126 | 38.4 | 160 | 48.77 | 0 | 0 | https://historicbridges.org/kansas/sodengrove/little_sodengrove_7720_small.jpg | https://historicbridges.org/kansas/sodengrove/little_sodengrove_7720.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/sodengrove/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.385970,-96.181930 | |||||||||
| 5586 | Georgia City Bridge | King Jack Park Bridge | Relocated and preserved for pedestrian use in a park, this is one of the only surviving bowstring truss bridges with Phoenix columns. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 37.133810 | -94.464500 | Park Walkway | Paradise Lake | Webb City | Jasper County, Missouri | Missouri | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Through | Truss | Fixed | 12 | 1 | 0 | 0 | 1871 | 0 | Wrought Iron Bridge Company of Canton, Ohio | 9 | 10 | 120 | 36.58 | 120 | 36.58 | 14.3 | 4.36 | https://historicbridges.org/missouri/georgiacity/little_georgiacity_8689_small.jpg | https://historicbridges.org/missouri/georgiacity/little_georgiacity_8689.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/georgiacity/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.133810,-94.464500 | |||||||||||||
| 5587 | Red Oak II Bridge | This rare Kingpost truss bridge was relocated to Red Oak II, a living history exhibit The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Kingpost pony truss, fixed. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. Special note about bridge location: Red Oak II is a somewhat informal outdoor museum that is open to the public but privately owned. The bridge is on the main drive into the museum. | 37.211940 | -94.276600 | Red Oak II Drive | Red Oak II Lagoon | Rural | Jasper County, Missouri | Missouri | United States | Red Oak II is a somewhat informal outdoor museum that is open to the public but privately owned. The bridge is on the main drive into the museum. | Metal | Kingpost | Pin-Connected | Pony | Truss | Fixed | 2 | 1 | 0 | 0 | 1903 | 0 | Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin | 9 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/missouri/redoak/little_redoak_8500_small.jpg | https://historicbridges.org/missouri/redoak/little_redoak_8500.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/redoak/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.211940,-94.276600 | |||||||||||||
| 5588 | Route 66 Brush Creek Bridge | Historic Route 66 only enters Kansas for a few miles, but in that short distance it includes one of Kansas' Marsh arch bridges, the only one on Route 66. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) concrete marsh (standard) Rainbow through arch, fixed. The bridge was primarily built by Maxwell Construction Company of Columbus, Kansas. The bridge was primarily designed by Marsh Engineering Company of Des Moines, Iowa. | 37.073490 | -94.740820 | Historic US-66 | Brush Creek | Rural | Cherokee County, Kansas | Kansas | United States | Concrete | Rainbow | Marsh (Standard) | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1923 | 0 | Maxwell Construction Company of Columbus, Kansas | Marsh Engineering Company of Des Moines, Iowa | 8 | 8 | 130 | 39.62 | 133 | 40.54 | 20 | 6.1 | https://historicbridges.org/kansas/us66brush/little_us66brush_9028_29_30v_small.jpg | https://historicbridges.org/kansas/us66brush/little_us66brush_9028_29_30v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/us66brush/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.073490,-94.740820 | |||||||||||||
| 5589 | Humboldt Bridge | The two large arches of this bridge which gracefully rise above the roadway provide an iconic gateway for Humboldt. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) concrete marsh (tied) Rainbow through arch, fixed. The bridge was primarily built by J.S. Vance and Son of Parsons, Kansas. The bridge was primarily designed by Marsh Engineering Company of Des Moines, Iowa. | 37.811110 | -95.447820 | Bridge Street | Neosho River | Humboldt | Allen County, Kansas | Kansas | United States | Concrete | Rainbow | Marsh (Tied) | Through | Arch | Fixed | 12 | 2 | 0 | 0 | 1932 | 0 | J.S. Vance and Son of Parsons, Kansas | Marsh Engineering Company of Des Moines, Iowa | 8 | 8 | 120 | 36.58 | 248 | 75.59 | 20 | 6.1 | https://historicbridges.org/kansas/humboldt/little_humboldt_4177_small.jpg | https://historicbridges.org/kansas/humboldt/little_humboldt_4177.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/humboldt/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.811110,-95.447820 | |||||||||||||
| 5590 | Polo Bridge | Otter Creek Bridge | Reocated for pedestrian use, this rare cast and wrought iron bowstring is one of the only examples of a bowstring by Missouri Valley Bridge and Iron Works. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by Missouri Valley Bridge and Iron Company of Leavenworth, Kansas. | 39.545090 | -94.035160 | Park Walkway | Park Lagoon | Polo | Caldwell County, Missouri | Missouri | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1875 | 2002 | Missouri Valley Bridge and Iron Company of Leavenworth, Kansas | 9 | 9 | 120 | 36.58 | 120 | 36.58 | 0 | 0 | https://historicbridges.org/missouri/polobridge/little_polobridge_8956_small.jpg | https://historicbridges.org/missouri/polobridge/little_polobridge_8956.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/polobridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.545090,-94.035160 | |||||||||||||
| 5591 | Nebraska Road Bridge | This remarkable and unique bridge is of extremely lightweight design, and documents a transition from pin to riveted connections. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal multiple-type-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Kansas City Bridge Company of Kansas City, Missouri. | 38.664060 | -95.221820 | Nebraska Road | Tauy Creek | Rural | Franklin County, Kansas | Kansas | United States | Metal | Double-Intersection Warren | Multiple-Type-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1895 | 1909 | Kansas City Bridge Company of Kansas City, Missouri | 9 | 9 | 100 | 30.48 | 101 | 30.78 | 15.7 | 4.79 | https://historicbridges.org/kansas/nebraskaroad/little_nebraskaroad_9199_200_201ur_small.jpg | https://historicbridges.org/kansas/nebraskaroad/little_nebraskaroad_9199_200_201ur.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/nebraskaroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.664060,-95.221820 | ||||||||||||||
| 5592 | 60th Street Bridge | Oinck Bridge | This bridge has a very tall and imposing look to it, thanks to its position, span length, and unusually narrow roadway. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 39.200020 | -94.142430 | 60th Street | Fishing River | Rural | Ray County, Missouri | Missouri | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Girder | Fixed | 0 | 2 | 1904 | 0 | American Bridge Company of New York, New York | 7 | 7 | 160 | 48.77 | 232 | 70.71 | 11.8 | 3.6 | https://historicbridges.org/missouri/ray60th/little_ray60th_0595_small.jpg | https://historicbridges.org/missouri/ray60th/little_ray60th_0595.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/ray60th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.200020,-94.142430 | ||||||||||
| 5593 | Bixby Bridge | This bridge is noted for its extraordinary number of pony truss spans, and is one of two such bridges in the county. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Camelback pony truss, fixed. The bridge was primarily built by Guy H. James of Oklahoma City, Oklahoma. The bridge was primarily designed by Oklahoma Highway Commission. | 35.956990 | -95.886680 | US-64 (Old Alignment) | Arkansas River | Bixby | Tulsa County, Oklahoma | Oklahoma | United States | Metal | Camelback | Rivet-Connected | Pony | Truss | Fixed | 5 | 19 | 0 | 0 | 1939 | 1988 | Guy H. James of Oklahoma City, Oklahoma | Oklahoma Highway Commission | 8 | 8 | 100 | 30.48 | 1900 | 579.12 | 0 | 0 | https://historicbridges.org/oklahoma/bixby/little_bixby_2197_small.jpg | https://historicbridges.org/oklahoma/bixby/little_bixby_2197.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/bixby/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.956990,-95.886680 | |||||||||||||
| 5594 | Jenks Bridge | This bridge is noted for its extraordinary number of pony truss spans, and is one of two such bridges in the county. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Camelback pony truss, fixed. The bridge was primarily built by Standard Paving Company of Tulsa, Oklahoma. The bridge was primarily designed by George O. Straughan and Oklahoma Highway Commission. | 36.024870 | -95.955110 | 96th Street (Old Alignment) | Arkansas River | Jenks and Tulsa | Tulsa County, Oklahoma | Oklahoma | United States | Metal | Camelback | Rivet-Connected | Pony | Truss | Fixed | 5 | 19 | 0 | 0 | 1948 | 1995 | Standard Paving Company of Tulsa, Oklahoma | George O. Straughan and Oklahoma Highway Commission | 8 | 8 | 100 | 30.48 | 1941 | 591.62 | 24 | 7.32 | https://historicbridges.org/oklahoma/jenks/little_jenks_2431_small.jpg | https://historicbridges.org/oklahoma/jenks/little_jenks_2431.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/jenks/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.024870,-95.955110 | |||||||||||||
| 5595 | Haskell Bridge | This abandoned bridge is one of the longest simple-span pin-connected truss bridges in the entire country! The technical description of the main or most noteworthy span of the bridge is a 153 ft (46.63 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Missouri Valley Bridge and Iron Company of Leavenworth, Kansas. | 35.820970 | -95.640650 | OK-104 (Old Alignment) | Arkansas River | Rural | Wagoner County, Oklahoma and Muskogee County, Oklahoma | Oklahoma | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 8 | 9 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 1911 | 0 | Missouri Valley Bridge and Iron Company of Leavenworth, Kansas | 9 | 10 | 153 | 46.63 | 1564 | 476.71 | 0 | 0 | https://historicbridges.org/oklahoma/haskell/little_haskell_1600_small.jpg | https://historicbridges.org/oklahoma/haskell/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/haskell/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.820970,-95.640650 | |||||||||||
| 5596 | Old OK-104 Bridge | Located just east of the Arkansas River bridge, this small abandoned pony truss is nearly completely buried in overgrowth. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 35.821520 | -95.638040 | OK-104 (Old Alignment) | Choska Creek | Rural | Wagoner County, Oklahoma | Oklahoma | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/oklahoma/haskellpony/little_haskellpony_1939_small.jpg | https://historicbridges.org/oklahoma/haskellpony/little_haskellpony_1939.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/haskellpony/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.821520,-95.638040 | ||||||||||||||
| 5597 | Southern Villa Bridge | Old Jenks Bridge | Relocated and preserved here to serve a residential community, this bridge was originally part of the former Jenks Bridge. The technical description of the main or most noteworthy span of the bridge is a 165 ft (50.29 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. Special note about bridge location: While ownership of this bridge is private, there were no visible, posted restrictions on public access. | 36.037730 | -95.956350 | Oak Drive | Joe Creek | Tulsa | Tulsa County, Oklahoma | Oklahoma | United States | While ownership of this bridge is private, there were no visible, posted restrictions on public access. | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1909 | 1948 | Canton Bridge Company of Canton, Ohio | 7 | 8 | 165 | 50.29 | 165 | 50.29 | 0 | 0 | https://historicbridges.org/oklahoma/joecreek/little_joecreek_2626_small.jpg | https://historicbridges.org/oklahoma/joecreek/little_joecreek_2626.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/joecreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.037730,-95.956350 | ||||||||||||
| 5599 | Walkers Bridge | Allenford Road Bridge | This is one of the only bridges with heritage value located on the Bruce Penninsula. The technical description of the main or most noteworthy span of the bridge is a 93.8 ft (28.59 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 44.551860 | -81.179430 | Allenford Road | Sauble River | South Bruce Penninsula | Bruce County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 93.8 | 28.59 | 93.8 | 28.59 | 16 | 4.88 | https://historicbridges.org/ontario/allenfordroad/little_allenfordroad_3376_7_8fus_small.jpg | https://historicbridges.org/ontario/allenfordroad/little_allenfordroad_3376_7_8fus.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/allenfordroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.551860,-81.179430 | |||||||||||||
| 5600 | Port Elgin Railway Bridge | One of only a couple known railway truss bridges in Bruce County, this one has been converted to a rail-trail. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 44.426010 | -81.385150 | Railroad (Bruce County Rail-Trail) | Mill Creek | Port Elgin (Saugeen Shores) | Bruce County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 8 | 1 | Metal | Deck | Girder | Fixed | 0 | 2 | 0 | 0 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/portelgin/little_portelgin_3274_5_6_small.jpg | https://historicbridges.org/ontario/portelgin/little_portelgin_3274_5_6.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/portelgin/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.426010,-81.385150 | ||||||||||
| 5601 | South Pine River Private Bridge | Now a private driveway, this former highway truss bridge noted for its lightweight members remains in place. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge can be seen from the nearby public road, but appears to be on a private drive. | 44.084660 | -81.663220 | Private Driveway | South Pine River | Huron-Kinloss | Bruce County, Ontario | Ontario | Canada | This bridge can be seen from the nearby public road, but appears to be on a private drive. | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/concession6driveway/little_concession6driveway_2887_8_9fus_small.jpg | https://historicbridges.org/ontario/concession6driveway/little_concession6driveway_2887_8_9fus.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/concession6driveway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.084660,-81.663220 | |||||||||||||
| 5602 | Lanesville Line Bridge | This is the only metal truss bridge along this stretch of river. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 43.871020 | -81.664980 | Lanesville Line | 9 Mile River | Ashfield-Colborne-Wawanosh | Huron County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1910 | 0 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/lanesvilleline/little_lanesvilleline_2740_1_2fus_small.jpg | https://historicbridges.org/ontario/lanesvilleline/little_lanesvilleline_2740_1_2fus.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/lanesvilleline/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.871020,-81.664980 | ||||||||||||||
| 5603 | Cransford Line Bridge | This is one of three concrete girders along this stretch of river. Each girder bridge is a little different looking. The technical description of the main or most noteworthy span of the bridge is a concrete through girder, fixed. The bridge was primarily built by Unknown. | 43.862950 | -81.638630 | Cransford Line | 9 Mile River | Ashfield-Colborne-Wawanosh | Huron County, Ontario | Ontario | Canada | Concrete | Through | Girder | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/cransfordline/little_cransfordline_2599_600_601_small.jpg | https://historicbridges.org/ontario/cransfordline/little_cransfordline_2599_600_601.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/cransfordline/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.862950,-81.638630 | ||||||||||||||||
| 5604 | River Mill Line Bridge | This is one of three concrete girders along this stretch of river. Each girder bridge is a little different looking. The technical description of the main or most noteworthy span of the bridge is a concrete through girder, fixed. The bridge was primarily built by Unknown. | 43.857960 | -81.617630 | River Mill Line | 9 Mile River | Ashfield-Colborne-Wawanosh | Huron County, Ontario | Ontario | Canada | Concrete | Through | Girder | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | Unknown | 6 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/millline/little_millline_2533_4_5_small.jpg | https://historicbridges.org/ontario/millline/little_millline_2533_4_5.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/millline/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.857960,-81.617630 | ||||||||||||||||
| 5605 | Division Line Bridge | This is one of three concrete girders along this stretch of river. Each girder bridge is a little different looking. The technical description of the main or most noteworthy span of the bridge is a concrete through girder, fixed. The bridge was primarily built by Unknown. | 43.873960 | -81.689700 | Division Line | 9 Mile River | Ashfield-Colborne-Wawanosh | Huron County, Ontario | Ontario | Canada | Concrete | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/divisionline/little_divisionline_2782_3_4vib_small.jpg | https://historicbridges.org/ontario/divisionline/little_divisionline_2782_3_4vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/divisionline/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.873960,-81.689700 | ||||||||||||||||
| 5606 | Buggy Bridge | One of the most unusual bridges in Ontario is this through truss-like structure pieced together from random pieces of salvaged riveted steel. The technical description of the main or most noteworthy span of the bridge is a metal through truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: Although no signs forbidding public use were posted, this bridge appears to be privately owned. Cross at your own risk! | 43.571880 | -80.483790 | Buggy Lane (Crooks Tract Road) | Grand River | Woolwich Township | Waterloo Region, Ontario | Ontario | Canada | Although no signs forbidding public use were posted, this bridge appears to be privately owned. Cross at your own risk! | Metal | Through | Truss | Fixed | 0 | 2 | Metal | Through | Girder | Fixed | 0 | 2 | 0 | 0 | Unknown | 5 | 5 | 0 | 0 | 154.2 | 47 | 0 | 0 | https://historicbridges.org/ontario/buggybridge/little_buggybridge_5877_small.jpg | https://historicbridges.org/ontario/buggybridge/little_buggybridge_5877.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/buggybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.571880,-80.483790 | |||||||||||
| 5607 | Martin Street Bridge | Mill Street Bridge | This bridge is a rare example of a surviving pin-connected truss bridge built by a notable Ontario builder, and remains open for non-motorized traffic. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Central Bridge and Engineering Company of Peterborough, Ontario. The bridge was primarily designed by William H. Law of Peterborough, Ontario. Special note about bridge location: This bridge is on a section of former road that is today intended for non-motorized traffic only as part of a local trail system. | 43.968810 | -80.742430 | Martin Street (Mill Street) | South Saugeen River | Wellington North (Mt. Forest) | Wellington County, Ontario | Ontario | Canada | This bridge is on a section of former road that is today intended for non-motorized traffic only as part of a local trail system. | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | Central Bridge and Engineering Company of Peterborough, Ontario | William H. Law of Peterborough, Ontario | 7 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/mtforestmartin/little_mtforestmartin_5568_69_70bal_small.jpg | https://historicbridges.org/ontario/mtforestmartin/little_mtforestmartin_5568_69_70bal.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/mtforestmartin/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.968810,-80.742430 | ||||||||
| 5608 | St. Jacobs Railway Viaduct | St. Jacobs Railway Bridge | An impressive railway deck truss bridge that includes a series of tower and girder style approach spans at each end. The technical description of the main or most noteworthy span of the bridge is a 158 ft (48.16 m) metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. | 43.541320 | -80.558730 | Railroad (Waterloo Junction Railway) (Canadian National) | Conestogo River and Abandoned Mill Race | Woolwich Township (St. Jacobs) | Waterloo Region, Ontario | Ontario | Canada | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 7 | 1 | Metal | Deck | Girder | Fixed | 0 | 0 | 1890 | 0 | Dominion Bridge Company of Montréal, Québec | 6 | 7 | 158 | 48.16 | 466 | 142.04 | 0 | 0 | https://historicbridges.org/ontario/stjacobs/little_stjacobs_6168_69_70bal_small.jpg | https://historicbridges.org/ontario/stjacobs/little_stjacobs_6168_69_70bal.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/stjacobs/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.541320,-80.558730 | |||||||||
| 5609 | Springbank Road Bridge | Despite some changes to the approach spans, the main span of this bridge remains a complete example of a riveted pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 94.7 ft (28.86 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 43.072410 | -81.660300 | Springbank Road | Ausable River | North Middlesex | Middlesex County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | Unknown | 6 | 6 | 94.7 | 28.86 | 161.5 | 49.23 | 0 | 0 | https://historicbridges.org/ontario/springbankroad/little_springbankroad_6873_small.jpg | https://historicbridges.org/ontario/springbankroad/little_springbankroad_6873.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/springbankroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.072410,-81.660300 | |||||||||||
| 5610 | Chatsworth Railway Bridge | Concerned citizens successfully put an end to demolition plans for this rare stone arch bridge, which today is preserved. The technical description of the main or most noteworthy span of the bridge is a stone and brick Semicircular deck arch, fixed. The bridge was primarily built by William Henry, W. Henderson, and John Forbes. | 44.443080 | -80.875840 | Railroad (Canadian Pacific Rail-Trail) | Spey River Tributary | Chatsworth Township | Grey County, Ontario | Ontario | Canada | Stone and Brick | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1873 | 2013 | William Henry, W. Henderson, and John Forbes | 7 | 8 | 0 | 0 | 24.6 | 7.5 | 0 | 0 | https://historicbridges.org/ontario/chatsworth/little_chatsworth_5316_7_8bal_small.jpg | https://historicbridges.org/ontario/chatsworth/little_chatsworth_5316_7_8bal.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/chatsworth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.443080,-80.875840 | |||||||||||||||
| 5611 | Huron Street Bridge | Not only is this a rare example of a stone arch bridge, it is an unusually ornate example of its kind in Ontario. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by John Corrie. | 43.372250 | -80.984860 | Huron Street | Avon River | Stratford | Perth County, Ontario | Ontario | Canada | Stone | Segmental | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1885 | 0 | John Corrie | 8 | 8 | 0 | 0 | 112.8 | 34.38 | 0 | 0 | https://historicbridges.org/ontario/stratford/little_stratford_6465_6_7bal_stitch2_small.jpg | https://historicbridges.org/ontario/stratford/little_stratford_6465_6_7bal_stitch2.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/stratford/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.372250,-80.984860 | |||||||||||||||
| 5612 | Road 129 Bridge | This largely unaltered truss bridge sits in a traditional agricultural setting. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 43.556510 | -80.903290 | Road 129 | Smith Creek | Perth East (Near Milverton) | Perth County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/road129milverton/little_road129milverton_6240_1_2vib_small.jpg | https://historicbridges.org/ontario/road129milverton/little_road129milverton_6240_1_2vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/road129milverton/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.556510,-80.903290 | ||||||||||||||
| 5613 | Sideroad 3 Bridge | This pony truss appeared to be in good condition, yet was closed to traffic perhaps due to abutment problems. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 44.403710 | -81.088110 | Sideroad 3 | Sauble River | Chatsworth Township | Grey County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/sideroad3/little_sideroad3_5229_small.jpg | https://historicbridges.org/ontario/sideroad3/little_sideroad3_5229.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/sideroad3/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.403710,-81.088110 | ||||||||||||||
| 5614 | Conestogo River Driveway Bridge | Located on a private driveway, this appears to be a former highway truss bridge that was relocated here. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on a private driveway but is right next to the public road and easy to view. | 43.836250 | -80.493260 | Private Driveway | Conestogo River | Wellington North (Near Arthur) | Wellington County, Ontario | Ontario | Canada | This bridge is on a private driveway but is right next to the public road and easy to view. | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/conestogodrivewaytruss/little_conestogodrivewaytruss_5679_small.jpg | https://historicbridges.org/ontario/conestogodrivewaytruss/little_conestogodrivewaytruss_5679.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/conestogodrivewaytruss/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.836250,-80.493260 | |||||||||||||
| 5615 | 35 Line Bridge | Old King's Highway 8 Bridge | Closed to vehicular traffic, this bridge is on former King's Highway alignment, and as such displays standard provincial-level bridge design. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 43.444190 | -81.136630 | 35 Line (Former KH-8 Alignment) | Whirl Creek | West Perth | Perth County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1921 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/kh8whirl/little_kh8whirl_6603_4_5bal_small.jpg | https://historicbridges.org/ontario/kh8whirl/little_kh8whirl_6603_4_5bal.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/kh8whirl/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.444190,-81.136630 | |||||||||||||
| 5616 | Wellington Terrace Bridge | 6th Line Bridge | In addition to its significance as a concrete bowstring bridge, this is also notable as a concrete bridge that has been relocated. The technical description of the main or most noteworthy span of the bridge is a 35 ft (10.67 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. | 43.694870 | -80.400360 | Pedestrian Walkway | Heritage Garden | Centre-Wellington Township | Wellington County, Ontario | Ontario | Canada | Concrete | Rainbow | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1924 | 2004 | Unknown | 7 | 7 | 35 | 10.67 | 35 | 10.67 | 20.7 | 6.31 | https://historicbridges.org/ontario/6thlinebowstring2/little_6thlinebowstring_5781_small.jpg | https://historicbridges.org/ontario/6thlinebowstring2/little_6thlinebowstring_5781.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/6thlinebowstring2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.694870,-80.400360 | ||||||||||||||
| 5618 | Independence Bowstring Bridge | This incredible bridge is one of the finest surviving iron bowstring truss bridges, and one of the only ones to use Phoenix columns. The technical description of the main or most noteworthy span of the bridge is a 154 ft (46.94 m) metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. Special note about bridge location: Reportedly, this abandoned bridge is still in public right-of-way, despite no trespassing signs posted. | 37.224860 | -95.693670 | Burns Street | Verdigris River | Independence | Montgomery County, Kansas | Kansas | United States | Reportedly, this abandoned bridge is still in public right-of-way, despite no trespassing signs posted. | Metal | Bowstring | Threaded Rod-Nut Connected | Through | Truss | Fixed | 0 | 1 | Metal | Bowstring | Threaded Rod-Nut Connected | Pony | Truss | Fixed | 0 | 1 | 1871 | 0 | Wrought Iron Bridge Company of Canton, Ohio | 9 | 10 | 154 | 46.94 | 229 | 69.8 | 0 | 0 | https://historicbridges.org/kansas/independence/little_independence_6208_09_10ur_small.jpg | https://historicbridges.org/kansas/independence/little_independence_6208_09_10ur.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/independence/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.224860,-95.693670 | |||||||
| 5619 | Southwind Rail Trail Bridge | Atchison, Topeka and Santa Fe Railway Bridge | Long ago, this unusual bridge was strengthened with additional truss lines being riveted in place alongside the original truss lines The technical description of the main or most noteworthy span of the bridge is a 165 ft (50.29 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 37.908570 | -95.410450 | Railroad (Southwind Rail Trail) | Elm Creek | Iola | Allen County, Kansas | Kansas | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Deck | Girder | Fixed | 0 | 2 | 1890 | 1919 | Unknown | 8 | 8 | 165 | 50.29 | 228 | 69.49 | 0 | 0 | https://historicbridges.org/kansas/southwind/little_southwind_3934_small.jpg | https://historicbridges.org/kansas/southwind/little_southwind_3934.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/southwind/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.908570,-95.410450 | |||||||||
| 5620 | Wea Creek Bridge | Antioch Road Bridge | This is the last surviving example in the country of a Mahlon Miller patent design bowstring truss bridge. The technical description of the main or most noteworthy span of the bridge is a 69 ft (21.03 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by Buckeye Bridge Works of Cleveland, Ohio. | 39.055870 | -95.778840 | West Trail | Kansas River Tributary | Topeka | Shawnee County, Kansas | Kansas | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Pony | Truss | Fixed | 7 | 1 | 0 | 0 | 1870 | 1988 | Buckeye Bridge Works of Cleveland, Ohio | 9 | 10 | 69 | 21.03 | 69 | 21.03 | 13 | 3.96 | https://historicbridges.org/kansas/weacreek/little_weacreek_6607_8_9ur_small.jpg | https://historicbridges.org/kansas/weacreek/little_weacreek_6607_8_9ur.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/weacreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.055870,-95.778840 | |||||||||||||
| 5621 | 206th Street Bridge | This is a rare Kingpost pony truss that as of 2016 remained open to traffic as well. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal pin-connected Kingpost pony truss, fixed. The bridge was primarily built by Unknown. | 39.419110 | -95.588340 | 206th Street | Delaware River Branch | Rural | Jefferson County, Kansas and Jackson County, Kansas | Kansas | United States | Metal | Kingpost | Pin-Connected | Pony | Truss | Fixed | 2 | 1 | 0 | 0 | 1909 | 0 | Unknown | 8 | 9 | 40 | 12.19 | 56 | 17.07 | 14 | 4.27 | https://historicbridges.org/kansas/206th/little_206th_2518_small.jpg | https://historicbridges.org/kansas/206th/little_206th_2518.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/206th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.419110,-95.588340 | ||||||||||||||
| 5622 | 294th Street Bridge | This pony truss is noted for its cast iron bearing shoes and use of star iron outriggers. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 39.580210 | -95.536250 | 294th Road | Grasshopper Creek | Rural | Atchison County, Kansas | Kansas | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 6 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 3 | 0 | 0 | Unknown | 8 | 8 | 75 | 22.86 | 129 | 39.32 | 14 | 4.27 | https://historicbridges.org/kansas/294th/little_294th_2116_small.jpg | https://historicbridges.org/kansas/294th/little_294th_2116.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/294th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.580210,-95.536250 | |||||||||||
| 5623 | Randolph Road Bridge | This remarkable bridge was clearly pieced together from salvaged parts of a railroad truss bridge. The technical description of the main or most noteworthy span of the bridge is a 86 ft (26.21 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 39.792220 | -95.002520 | Randolph Road | Duncan Creek | Rural | Doniphan County, Kansas | Kansas | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 4 | 1 | 0 | 0 | 1935 | 0 | Unknown | 6 | 6 | 86 | 26.21 | 91 | 27.74 | 18.4 | 5.61 | https://historicbridges.org/kansas/randolphroad/little_randolphroad_1402_3_4ur_small.jpg | https://historicbridges.org/kansas/randolphroad/little_randolphroad_1402_3_4ur.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/randolphroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.792220,-95.002520 | ||||||||||||||
| 5624 | Monument Road Bridge | Relocated to a park, this unique bridge was built using salvaged parts of some other truss bridge. The technical description of the main or most noteworthy span of the bridge is a 34 ft (10.36 m) metal rivet-connected A-Frame pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is relocated and was previously located at 39.64397, -95.05382. | 39.788140 | -95.094740 | Park Pathway | Park Stream | Rural | Doniphan County, Kansas | Kansas | United States | This bridge is relocated and was previously located at 39.64397, -95.05382. | Metal | A-Frame | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 2016 | Unknown | 6 | 7 | 34 | 10.36 | 35 | 10.67 | 20.3 | 6.19 | https://historicbridges.org/kansas/monumentroad/little_monumentroad_1474_5_6ur_small.jpg | https://historicbridges.org/kansas/monumentroad/little_monumentroad_1474_5_6ur.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/monumentroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.788140,-95.094740 | |||||||||||||
| 5625 | Larkinburg Road Bridge | This truss bridge was long ago relocated to this location, and was shortened when the move took place. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 39.714690 | -95.114440 | Larkinburg Road | Cottonwood Creek | Rural | Doniphan County, Kansas | Kansas | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 75 | 22.86 | 77 | 23.47 | 15.7 | 4.79 | https://historicbridges.org/kansas/larkinburg/little_larkinburg_1600_1_2f_small.jpg | https://historicbridges.org/kansas/larkinburg/little_larkinburg_1600_1_2f.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/larkinburg/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.714690,-95.114440 | ||||||||||||||
| 5626 | ASB Bridge | Fratt Bridge - Armour-Swift-Burlington Bridge | This unique bridge is one of only two unusual telescoping vertical lift bridges in the country. The technical description of the main or most noteworthy span of the bridge is a 428 ft (130.45 m) metal rivet-connected Baltimore through truss, movable: vertical lift. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Waddell and Harrington of Kansas City, Missouri. | 39.116700 | -94.579880 | Railroad (BNSF) | Missouri River | Kansas City | Jackson County, Missouri and Clay County, Missouri | Missouri | United States | Metal | Baltimore | Rivet-Connected | Through | Truss | Movable: Vertical Lift | 14 | 1 | Metal | Baltimore | Rivet-Connected | Deck | Truss | Fixed | 14 | 6 | 1911 | 0 | McClintic-Marshall Company of Pittsburgh, Pennsylvania | Waddell and Harrington of Kansas City, Missouri | 9 | 10 | 428 | 130.45 | 1475 | 449.58 | 0 | 0 | https://historicbridges.org/missouri/asbbridge/little_asbbridge_4207_stitch_small.jpg | https://historicbridges.org/missouri/asbbridge/little_asbbridge_4207_stitch.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/asbbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.116700,-94.579880 | ||||||
| 5627 | Intercity Viaduct | Woodsweather Bridge - 6th Street Viaduct | This extremely long viaduct is also noted for its unusual truss design and conversion into a double-deck bridge. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal rivet-connected Double-Intersection Warren deck truss, fixed. The bridge was primarily built by Ritler-Conley Manufacturing Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Waddell and Hedrick of Kansas City, Missouri. | 39.113250 | -94.615070 | I-70 Eastbound and Riverfront Heritage Trail | Kansas River (Kaw River) and Various Roads and Railroads | Kansas City | Wyandotte County, Kansas and Jackson County, Missouri | Kansas and Missouri | United States | Metal | Double-Intersection Warren | Rivet-Connected | Deck | Truss | Fixed | 20 | 2 | Metal | Deck | Girder | Fixed | 0 | 70 | 1907 | 1972 | Ritler-Conley Manufacturing Company of Pittsburgh, Pennsylvania | Waddell and Hedrick of Kansas City, Missouri | 7 | 7 | 300 | 91.44 | 3776 | 1150.92 | 51.8 | 15.79 | https://historicbridges.org/missouri/intercityviaduct/little_intercityviaduct_6025_6_7d_small.jpg | https://historicbridges.org/missouri/intercityviaduct/little_intercityviaduct_6025_6_7d.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/intercityviaduct/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.113250,-94.615070 | ||||||||
| 5629 | 12th Street Viaduct | 12th Street Trafficway | One of the earliest large-scale bridges to be built of concrete, this large viaduct includes a unique double-deck arch span. The technical description of the main or most noteworthy span of the bridge is a 149 ft (45.42 m) concrete deck arch, fixed. The bridge was primarily built by Graff Construction Company of Seattle, Washington and Kansas City, Missouri. The bridge was primarily designed by Waddell and Harrington of Kansas City, Missouri. | 39.100540 | -94.598190 | 12th Street | Railroad (BNSF) and Various Streets | Kansas City | Jackson County, Missouri | Missouri | United States | Concrete | Deck | Arch | Fixed | 0 | 1 | Concrete | Deck | Girder | Fixed | 0 | 43 | 1914 | 2006 | Graff Construction Company of Seattle, Washington and Kansas City, Missouri | Waddell and Harrington of Kansas City, Missouri | 8 | 10 | 149 | 45.42 | 2054 | 626.06 | 51.8 | 15.79 | https://historicbridges.org/missouri/12thstreetviaduct/little_12thstreetviaduct_6757_small.jpg | https://historicbridges.org/missouri/12thstreetviaduct/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/12thstreetviaduct/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.100540,-94.598190 | ||||||||||
| 5630 | Central Avenue Bridge | Central Avenue Viaduct | While its use, deck configuration, and approach system have changed over the years, the double deck truss spans over the river remain intact. The technical description of the main or most noteworthy span of the bridge is a 250 ft (76.2 m) metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Kansas City Bridge Company of Kansas City, Missouri. The bridge was primarily designed by Harrington, Howard, and Ash of Kansas City, Missouri. | 39.102650 | -94.615210 | Central Avenue | Kansas River (Kaw River) and Various Roads and Railroads | Kansas City | Wyandotte County, Kansas | Kansas | United States | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 10 | 3 | Metal | Deck | Girder | Fixed | 0 | 49 | 1918 | 2010 | Kansas City Bridge Company of Kansas City, Missouri | Harrington, Howard, and Ash of Kansas City, Missouri | 7 | 8 | 250 | 76.2 | 3451.3 | 1051.96 | 48 | 14.63 | https://historicbridges.org/kansas/centralavenueviaduct/little_centralavenueviaduct_4933_4_5d_small.jpg | https://historicbridges.org/kansas/centralavenueviaduct/little_centralavenueviaduct_4933_4_5d.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/centralavenueviaduct/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.102650,-94.615210 | ||||||||
| 5631 | Kansas Avenue Bridge | 23rd Street Viaduct | This bridge does not look like a typical cantilever truss bridge because it uses its cantilever design in a very unusual way. The technical description of the main or most noteworthy span of the bridge is a 322 ft (98.15 m) metal cantilever rivet-connected Warren deck truss, fixed. The bridge was primarily built by Kansas City Structural Steel Company of Kansas City, Kansas. The bridge was primarily designed by Hedrick and Cochrane of Kansas City, Missouri. | 39.090070 | -94.608650 | Kansas Avenue | Kansas River (Kaw River) and Various Roads and Railroads | Kansas City | Wyandotte County, Kansas and Jackson County, Missouri | Kansas and Missouri | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 0 | Cantilever | 3 | Metal | Deck | Girder | Fixed | 0 | 17 | 1921 | 2002 | Kansas City Structural Steel Company of Kansas City, Kansas | Hedrick and Cochrane of Kansas City, Missouri | 7 | 8 | 322 | 98.15 | 1395 | 425.2 | 50 | 15.24 | https://historicbridges.org/kansas/kansasavenue/little_kansasavenue_4120_small.jpg | https://historicbridges.org/kansas/kansasavenue/little_kansasavenue_4120.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/kansasavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.090070,-94.608650 | |||||||
| 5632 | Highline Bridge | This rare double-deck railroad bridge is an elevated viaduct that also includes an extremely long series of approach spans. The technical description of the main or most noteworthy span of the bridge is a 303.8 ft (92.6 m) metal pin-connected Baltimore through truss, fixed. The bridge was primarily built by Kelly-Atkinson Construction Company of Chicago, Illinois and American Bridge Company of New York, New York. | 39.084380 | -94.610610 | Railroad (Kansas City Terminal Railway) | Kansas River (Kaw River) and Various Roads and Railroads | Kansas City | Wyandotte County, Kansas and Jackson County, Missouri | Kansas and Missouri | United States | Metal | Baltimore | Pin-Connected | Through | Truss | Fixed | 12 | 2 | Metal | Deck | Girder | Fixed | 0 | 0 | 1917 | 2005 | Kelly-Atkinson Construction Company of Chicago, Illinois and American Bridge Company of New York, New York | 8 | 7 | 303.8 | 92.6 | 5210.6 | 1588.19 | 26 | 7.92 | https://historicbridges.org/kansas/highline/little_highline_5329_30_31ur_small.jpg | https://historicbridges.org/kansas/highline/little_highline_5329_30_31ur.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/highline/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.084380,-94.610610 | ||||||||||
| 5633 | Rock Island - Armourdale Bridge | This classic railroad bridge sits abandoned and would be a great candidate for conversion for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 39.091080 | -94.608660 | Railroad (Abandoned Chicago, Rock Island and Pacific) | Kansas River (Kaw River) | Kansas City | Wyandotte County, Kansas | Kansas | United States | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 12 | 2 | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 1905 | 0 | American Bridge Company of New York, New York | 7 | 7 | 300 | 91.44 | 740 | 225.55 | 0 | 0 | https://historicbridges.org/kansas/rockislandarmourdale/little_rockislandarmourdale_3871_small.jpg | https://historicbridges.org/kansas/rockislandarmourdale/little_rockislandarmourdale_3871.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/rockislandarmourdale/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.091080,-94.608660 | ||||||||
| 5634 | 7th Street Trafficway Bridge | Herman G. Dillion Bridge | This graceful cantilever deck truss is surrounded by another bridge plus fences and railroads and is hard to view and photograph. The technical description of the main or most noteworthy span of the bridge is a 334 ft (101.8 m) metal cantilever rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 39.075450 | -94.624660 | 7th Street (US-169) Northbound Lanes | Kansas River (Kaw River) and Various Roads and Railroads | Kansas City | Wyandotte County, Kansas | Kansas | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 0 | Cantilever | 3 | Pre-Stressed Concrete | Stringer (Multi-Beam) | Fixed | 0 | Continuous | 16 | 1932 | 1993 | Unknown | 7 | 7 | 334 | 101.8 | 2018 | 615.09 | 30 | 9.14 | https://historicbridges.org/kansas/7th/little_7th_3510_small.jpg | https://historicbridges.org/kansas/7th/little_7th_3510.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/7th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.075450,-94.624660 | ||||||||
| 5635 | Neosho Rapids Bridge | This bridge is the last surviving example of this unusual small-scale continuous through truss in Kansas. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by C. J. McCoy Construction Company of Emporia, Kansas. | 38.367740 | -96.001940 | Road 145 | Neosho River | Neosho Rapids | Lyon County, Kansas | Kansas | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 0 | 3 | 0 | 0 | 1940 | 0 | C. J. McCoy Construction Company of Emporia, Kansas | 8 | 9 | 180 | 54.86 | 473 | 144.17 | 24 | 7.32 | https://historicbridges.org/kansas/neoshorapids/little_neoshorapids_8194_5_6bal_small.jpg | https://historicbridges.org/kansas/neoshorapids/little_neoshorapids_8194_5_6bal.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/neoshorapids/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.367740,-96.001940 | ||||||||||||||
| 5636 | National Avenue Bridge | This Marsh arch bridge is both the longest-spanning and the youngest surviving Marsh arch bridge in Kansas. The technical description of the main or most noteworthy span of the bridge is a 197.2 ft (60.11 m) concrete marsh (standard) Rainbow through arch, fixed. The bridge was primarily built by T. H. Johnson Contractor of Dallas, Texas. The bridge was primarily designed by Marsh Engineering Company of Des Moines, Iowa. | 37.846310 | -94.707330 | National Avenue | Marmaton River | Fort Scott | Bourbon County, Kansas | Kansas | United States | Concrete | Rainbow | Marsh (Standard) | Through | Arch | Fixed | 14 | 1 | 0 | 0 | 1933 | 2012 | T. H. Johnson Contractor of Dallas, Texas | Marsh Engineering Company of Des Moines, Iowa | 9 | 9 | 197.2 | 60.11 | 202 | 61.57 | 30.2 | 9.2 | https://historicbridges.org/kansas/nationalavenue/little_nationalavenue_3226_7_8v_small.jpg | https://historicbridges.org/kansas/nationalavenue/little_nationalavenue_3226_7_8v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/nationalavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.846310,-94.707330 | |||||||||||||
| 5637 | Rocky Ford Bridge | This pin-connected Pratt truss is noted for its above-average span length. The technical description of the main or most noteworthy span of the bridge is a 215 ft (65.53 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 38.365890 | -96.114930 | Road P | Cottonwood River | Rural | Lyon County, Kansas | Kansas | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 11 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 8 | 215 | 65.53 | 219 | 66.75 | 15.7 | 4.79 | https://historicbridges.org/kansas/rockyford/little_rockyford_8035_small.jpg | https://historicbridges.org/kansas/rockyford/little_rockyford_8035.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/rockyford/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.365890,-96.114930 | ||||||||||||||
| 5638 | Anderson Road Bridge | This is a good representative example of a concrete through girder bridge in Kanas. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) concrete through girder, fixed. The bridge was primarily built by Unknown. | 39.546690 | -95.552910 | Anderson Road (RS 1592) | Negro Creek | Rural | Atchison County, Kansas | Kansas | United States | Concrete | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1917 | 0 | Unknown | 6 | 6 | 40 | 12.19 | 44 | 13.41 | 17.4 | 5.3 | https://historicbridges.org/kansas/andersonroad/little_andersonroad_2446_small.jpg | https://historicbridges.org/kansas/andersonroad/little_andersonroad_2446.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/andersonroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.546690,-95.552910 | ||||||||||||||||
| 5639 | Clay Road Bridge | This is one of several examples of this unusual truss bridge style built in both Kansas and Missouri. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal rivet-connected Camelback pony truss, fixed. The bridge was primarily built by Unknown. | 39.585310 | -95.452010 | Clay Road | Little Grasshopper Creek | Rural | Atchison County, Kansas | Kansas | United States | Metal | Camelback | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1925 | 0 | Unknown | 7 | 7 | 70 | 21.34 | 71.5 | 21.79 | 17 | 5.18 | https://historicbridges.org/kansas/clayroad/little_clayroad_2074_5_6bal_small.jpg | https://historicbridges.org/kansas/clayroad/little_clayroad_2074_5_6bal.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/clayroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.585310,-95.452010 | ||||||||||||||
| 5640 | Haskell Road Bridge | This is a traditional example of a riveted polygonal Warren pony truss in a rural location. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. | 39.511220 | -95.310110 | Haskell Road (Farmington South Road) | Stranger Creek | Rural | Atchison County, Kansas | Kansas | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 1925 | 2012 | Unknown | 6 | 6 | 90 | 27.43 | 93 | 28.35 | 20.3 | 6.19 | https://historicbridges.org/kansas/haskellroad/little_haskellroad_1852_small.jpg | https://historicbridges.org/kansas/haskellroad/little_haskellroad_1852.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/haskellroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.511220,-95.310110 | ||||||||||||||
| 5641 | Finney Road Bridge | Valley Falls Cedar Creek Bridge | This rainbow Marsh arch is complimented by a number of simple approach spans. The technical description of the main or most noteworthy span of the bridge is a 91 ft (27.74 m) concrete marsh (tied) Rainbow through arch, fixed. The bridge was primarily built by F. P. Watkins of El Dorado, Kansas. The bridge was primarily designed by Marsh Engineering Company of Des Moines, Iowa. | 39.349500 | -95.479500 | Finney Road (K-900 Parks Route) | Cedar Creek | Rural | Jefferson County, Kansas | Kansas | United States | Concrete | Rainbow | Marsh (Tied) | Through | Arch | Fixed | 0 | 1 | Concrete | T-Beam | Fixed | 0 | 4 | 1928 | 0 | F. P. Watkins of El Dorado, Kansas | Marsh Engineering Company of Des Moines, Iowa | 7 | 7 | 91 | 27.74 | 202 | 61.57 | 20 | 6.1 | https://historicbridges.org/kansas/finney/little_finney_2878_small.jpg | https://historicbridges.org/kansas/finney/little_finney_2878.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/finney/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.349500,-95.479500 | |||||||||
| 5642 | 81st Street Bridge | This bridge is an excellent example of small-scale Marsh rainbow arch bridge construction. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) concrete marsh (standard) Rainbow through arch, fixed. The bridge was primarily built by Unknown. | 39.192300 | -95.551720 | 81st Street | Rock Creek | Rural | Jefferson County, Kansas | Kansas | United States | Concrete | Rainbow | Marsh (Standard) | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1926 | 0 | Unknown | 7 | 7 | 70 | 21.34 | 117 | 35.66 | 20 | 6.1 | https://historicbridges.org/kansas/jefferson81st/little_jefferson81st_2932_3_4bal_small.jpg | https://historicbridges.org/kansas/jefferson81st/little_jefferson81st_2932_3_4bal.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/jefferson81st/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.192300,-95.551720 | ||||||||||||||
| 5643 | KS-4 Bridge | This is a representative example of a curved t-beam bridge with original railings. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) concrete curved t-beam, fixed. The bridge was primarily built by Unknown. | 39.193220 | -95.551870 | KS-4 | Rock Creek | Rural | Jefferson County, Kansas | Kansas | United States | Concrete | Curved | T-Beam | Fixed | 0 | 1 | 0 | 0 | 1961 | 0 | Unknown | 3 | 3 | 70 | 21.34 | 172.6 | 52.61 | 28 | 8.53 | https://historicbridges.org/kansas/ks4rockcreek/little_ks4rockcreek_3034_small.jpg | https://historicbridges.org/kansas/ks4rockcreek/little_ks4rockcreek_3034.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/ks4rockcreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.193220,-95.551870 | ||||||||||||||||
| 5644 | Jewell Road Bridge | This is a traditionally composed example of a riveted pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal rivet-connected Pratt pony truss, fixed. The bridge was primarily built by Unknown. | 39.510550 | -95.300970 | Jewell Road | Stranger Creek | Rural | Atchison County, Kansas | Kansas | United States | Metal | Pratt | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 0 | 1925 | 0 | Unknown | 5 | 5 | 80 | 24.38 | 113.5 | 34.59 | 14.8 | 4.51 | https://historicbridges.org/kansas/jewellroad/little_jewellroad_1780_1_2d_small.jpg | https://historicbridges.org/kansas/jewellroad/little_jewellroad_1780_1_2d.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/jewellroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.510550,-95.300970 | |||||||||||
| 5645 | Old Jefferson Town Bridge | Rock Creek Bridge | This small cast and wrought iron bowstring truss bridge has been relocated and preserved in this location. The technical description of the main or most noteworthy span of the bridge is a 48 ft (14.63 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 39.212220 | -95.309990 | Pedestrian Walkway | Local Creek | Oskaloosa | Jefferson County, Kansas | Kansas | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 1875 | 1974 | King Bridge Company of Cleveland, Ohio | 9 | 9 | 48 | 14.63 | 48 | 14.63 | 14 | 4.27 | https://historicbridges.org/kansas/oldjeffersontown/little_oldjeffersontown_3301_2_3ur_small.jpg | https://historicbridges.org/kansas/oldjeffersontown/little_oldjeffersontown_3301_2_3ur.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/oldjeffersontown/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.212220,-95.309990 | |||||||||||||
| 5646 | Carey's Ford Bridge | This bridge offers a nice combination of riveted pony and pin-connected through truss spans. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Kansas City Bridge Company of Kansas City, Missouri. | 38.520690 | -95.033640 | 335th Street | Marais Des Cygnes River | Rural | Miami County, Kansas | Kansas | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 9 | 1 | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 0 | 2 | 1909 | 0 | Kansas City Bridge Company of Kansas City, Missouri | 7 | 7 | 160 | 48.77 | 248.4 | 75.71 | 16.4 | 5 | https://historicbridges.org/kansas/careysfordbridge/little_careysfordbridge_1790_1_2ur_small.jpg | https://historicbridges.org/kansas/careysfordbridge/little_careysfordbridge_1790_1_2ur.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/careysfordbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.520690,-95.033640 | ||||||||
| 5647 | Spencer's Crossing Bridge | With both through and pony truss spans, this bridge is a one-stop visit to learn about the typical design details of the Wrought Iron Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 128 ft (39.01 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 38.377710 | -95.136180 | 2370 Road | Pottawatomie Creek | Rural | Anderson County, Kansas | Kansas | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 4 | 2 | 1885 | 0 | Wrought Iron Bridge Company of Canton, Ohio | 7 | 8 | 128 | 39.01 | 230 | 70.1 | 15.7 | 4.79 | https://historicbridges.org/kansas/spencerscrossing/little_spencerscrossing_9622_small.jpg | https://historicbridges.org/kansas/spencerscrossing/little_spencerscrossing_9622.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/spencerscrossing/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.377710,-95.136180 | ||||||||
| 5648 | 5th Street Bridge | Pine Street Bridge | This bridge has a design that makes it cleat it is associated with the railroad. The technical description of the main or most noteworthy span of the bridge is a 148 ft (45.11 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 38.505220 | -95.635550 | 5th Street (Pine Street) | Railroad (BNSF) | Melvern | Osage County, Kansas | Kansas | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1909 | 0 | Unknown | 7 | 7 | 148 | 45.11 | 148 | 45.11 | 15 | 4.57 | https://historicbridges.org/kansas/melvern5th/little_melvern5th_9049_small.jpg | https://historicbridges.org/kansas/melvern5th/little_melvern5th_9049.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/melvern5th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.505220,-95.635550 | |||||||||||||
| 5649 | Old KS-7 Bridge | 6th Street Bridge | This Marsh arch bridge was rehabilitated in 2012 and offers two different lengths over its three span configuration. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) concrete marsh (tied) Rainbow through arch, fixed. The bridge was primarily built by J.S. Vance and Son of Parsons, Kansas. The bridge was primarily designed by Marsh Engineering Company of Des Moines, Iowa. | 38.485310 | -94.950850 | 6th Street (Old KS-7) | Pottawatomie Creek | Osawatomie | Miami County, Kansas | Kansas | United States | Concrete | Rainbow | Marsh (Tied) | Through | Arch | Fixed | 12 | 3 | Concrete | T-Beam | Fixed | 0 | 2 | 1932 | 2012 | J.S. Vance and Son of Parsons, Kansas | Marsh Engineering Company of Des Moines, Iowa | 8 | 8 | 120 | 36.58 | 373 | 113.69 | 24 | 7.32 | https://historicbridges.org/kansas/oldks7/little_oldks7_0115_6_7v_small.jpg | https://historicbridges.org/kansas/oldks7/little_oldks7_0115_6_7v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/oldks7/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.485310,-94.950850 | |||||||||
| 5650 | Hartford Bridge | This older Marsh arch bridge displays a different overhead bracing design than most of the Marsh arch bridges in Kansas. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) concrete marsh (standard) Rainbow through arch, fixed. The bridge was primarily built by Unknown. Special note about bridge location: The road north of this bridge can be flooded and not passable at times. | 38.308930 | -95.947800 | 19th Lane | Neosho River | Hartford | Coffey County, Kansas and Lyon County, Kansas | Kansas | United States | The road north of this bridge can be flooded and not passable at times. | Concrete | Rainbow | Marsh (Standard) | Through | Arch | Fixed | 0 | 2 | 0 | 0 | 1926 | 0 | Unknown | 8 | 8 | 140 | 42.67 | 293 | 89.31 | 19 | 5.79 | https://historicbridges.org/kansas/hartford/little_hartford_8710_small.jpg | https://historicbridges.org/kansas/hartford/little_hartford_8710.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/hartford/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.308930,-95.947800 | |||||||||||||
| 5652 | 327th Street Bridge | This is a small but intact example of a Luten arch bridge. The technical description of the main or most noteworthy span of the bridge is a 41 ft (12.5 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Topeka Bridge and Iron Company of Topeka, Kansas. | 38.535170 | -95.041560 | 327th Street | Marais de Cygnes River Tributary | Rural | Miami County, Kansas | Kansas | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1912 | 0 | Topeka Bridge and Iron Company of Topeka, Kansas | 6 | 6 | 41 | 12.5 | 45 | 13.72 | 24 | 7.32 | https://historicbridges.org/kansas/miami327th/little_miami327th_1829_30_31v_small.jpg | https://historicbridges.org/kansas/miami327th/little_miami327th_1829_30_31v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/miami327th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.535170,-95.041560 | |||||||||||||||
| 5653 | Caplinger Mills Bridge | With a spectacular combination of truss types, this is among the largest surviving pin-connected highway truss bridges in the state. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Chicago Bridge Company of Chicago, Illinois. | 37.794340 | -93.801220 | 676 Road | Sac River | Caplinger Mills | Cedar County, Missouri | Missouri | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 2 | Metal | Queenpost | Pin-Connected | Deck | Truss | Fixed | 3 | 3 | 1895 | 0 | Chicago Bridge Company of Chicago, Illinois | 8 | 9 | 140 | 42.67 | 488 | 148.74 | 0 | 0 | https://historicbridges.org/missouri/caplingermills/little_caplingermills_1831_2_3bal_small.jpg | https://historicbridges.org/missouri/caplingermills/little_caplingermills_1831_2_3bal.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/caplingermills/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.794340,-93.801220 | ||||||||
| 5654 | Tyree Road Bridge | This pony truss is noted for its use of star iron for its outriggers. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Missouri Valley Bridge and Iron Company of Leavenworth, Kansas. | 37.733270 | -94.141180 | Tyree Road (CR 657) | McCarty Creek | Rural | Vernon County, Missouri | Missouri | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1895 | 0 | Missouri Valley Bridge and Iron Company of Leavenworth, Kansas | 8 | 8 | 60 | 18.29 | 60 | 18.29 | 12 | 3.66 | https://historicbridges.org/missouri/tyreeroad/little_tyreeroad_1375_6_7d_small.jpg | https://historicbridges.org/missouri/tyreeroad/little_tyreeroad_1375_6_7d.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/tyreeroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.733270,-94.141180 | ||||||||||||||
| 5655 | Young's Ford Bridge | This bridge is a rare and old surviving example of a bridge built by the St. Louis Bridge and Iron Company. The technical description of the main or most noteworthy span of the bridge is a 99 ft (30.18 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by St. Louis Bridge and Iron Company of St. Louis, Missouri. | 37.865410 | -94.096120 | Logan Road | Clear Creek | Rural | Vernon County, Missouri | Missouri | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1884 | 0 | St. Louis Bridge and Iron Company of St. Louis, Missouri | 7 | 7 | 99 | 30.18 | 99 | 30.18 | 11 | 3.35 | https://historicbridges.org/missouri/youngsford/little_youngsford_2335_6_7d_small.jpg | https://historicbridges.org/missouri/youngsford/little_youngsford_2335_6_7d.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/youngsford/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.865410,-94.096120 | ||||||||||||||
| 5656 | Hackleman Bridge | This is a late but traditional state highway riveted pony truss. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Ben D. Prater of Harrisonville, Missouri. The bridge was primarily designed by Missouri State Highway Commission. | 37.834170 | -93.875610 | MO-39 | Cedar Creek | Rural | Cedar County, Missouri | Missouri | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 10 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 1949 | 0 | Ben D. Prater of Harrisonville, Missouri | Missouri State Highway Commission | 7 | 7 | 110 | 33.53 | 221 | 67.36 | 20 | 6.1 | https://historicbridges.org/missouri/hackleman/little_hackleman_2176_small.jpg | https://historicbridges.org/missouri/hackleman/little_hackleman_2176.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/hackleman/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.834170,-93.875610 | ||||||||||
| 5658 | 305th Street Bridge | Iowa Bridge Number 81560 | This is a short through truss bridge with a distinctive supervisor plaque. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 42.350780 | -91.966520 | 305th Street | Lime Creek | Rural | Buchanan County, Iowa | Iowa | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 1910 | 0 | Unknown | 7 | 7 | 80 | 24.38 | 81 | 24.69 | 15.4 | 4.69 | https://historicbridges.org/iowa/buchanan305th/little_buchanan305th_5428_small.jpg | https://historicbridges.org/iowa/buchanan305th/little_buchanan305th_5428.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/buchanan305th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.350780,-91.966520 | |||||||||||||
| 5659 | Waddell "A" Truss Bridge | This is one of only two surviving a-frame bridges in the country designed by J.A.L. Waddells himself. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal pin-connected A-Frame through truss, fixed. The bridge was primarily built by A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works). The bridge was primarily designed by J. A. L. Waddell. | 39.185900 | -94.682150 | Park Walkway | Rush Creek | Parkville | Platte County, Missouri | Missouri | United States | Metal | A-Frame | Pin-Connected | Through | Truss | Fixed | 4 | 1 | 0 | 0 | 1898 | 1987 | A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works) | J. A. L. Waddell | 9 | 10 | 100 | 30.48 | 100 | 30.48 | 16 | 4.88 | https://historicbridges.org/missouri/aframe/little_aframe_6001_2_3v_small.jpg | https://historicbridges.org/missouri/aframe/little_aframe_6001_2_3v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/aframe/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.185900,-94.682150 | |||||||||||||
| 5660 | Harry S. Truman Bridge | This is a later example of a riveted vertical lift bridge, and a rare steel bridge completed during World War II. The technical description of the main or most noteworthy span of the bridge is a 417 ft (127.1 m) metal rivet-connected Polygonal Warren through truss, movable: vertical lift, Tower Drive. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Howard, Needles, Tammen and Bergendorff of Kansas City, Missouri. | 39.144690 | -94.484600 | Railroad (Union Pacific) | Missouri River | Rural | Jackson County, Missouri and Clay County, Missouri | Missouri | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Movable: Vertical Lift | Tower Drive | 0 | 1 | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 0 | 22 | 1945 | 0 | American Bridge Company of New York, New York | Howard, Needles, Tammen and Bergendorff of Kansas City, Missouri | 6 | 7 | 417 | 127.1 | 2577 | 785.47 | 0 | 0 | https://historicbridges.org/missouri/truman/little_truman_5584_5_6f_small.jpg | https://historicbridges.org/missouri/truman/little_truman_5584_5_6f.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/truman/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.144690,-94.484600 | ||||||
| 5661 | Hannibal Bridge | Second Hannibal Bridge | Located at a historical crossing, this impressive swing bridge was originally a double-deck highway and railroad bridge. The technical description of the main or most noteworthy span of the bridge is a 400 ft (121.92 m) metal pin-connected Baltimore through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Union Bridge and Construction Company of Kansas City, Missouri. The bridge was primarily designed by Charles Hopkins Cartlidge. | 39.112770 | -94.588810 | Railroad (BNSF) | Missouri River | Kansas City | Jackson County, Missouri and Clay County, Missouri | Missouri | United States | Metal | Baltimore | Pin-Connected | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 17 | 1 | Metal | Baltimore | Pin-Connected | Through | Truss | Fixed | 12 | 0 | 1917 | 0 | Union Bridge and Construction Company of Kansas City, Missouri | Charles Hopkins Cartlidge | 8 | 8 | 400 | 121.92 | 1560 | 475.49 | 0 | 0 | https://historicbridges.org/missouri/hannibal/little_hannibal_3670_small.jpg | https://historicbridges.org/missouri/hannibal/little_hannibal_3670.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/hannibal/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.112770,-94.588810 | |||||
| 5662 | 90th Street Bridge | This bridge has a couple unusual details, and with the exception of altered portal bracing, retains good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 84 ft (25.6 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 39.210600 | -95.352340 | 90th Street | Big Slough Creek | Rural | Jefferson County, Kansas | Kansas | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1905 | 1949 | Unknown | 7 | 7 | 84 | 25.6 | 132 | 40.23 | 12.8 | 3.9 | https://historicbridges.org/kansas/jefferson90th/little_jefferson90th_7096_7_8v_small.jpg | https://historicbridges.org/kansas/jefferson90th/little_jefferson90th_7096_7_8v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/jefferson90th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.210600,-95.352340 | |||||||||||
| 5663 | 70th Street Bridge | This small Marsh rainbow arch bridge enjoys local support. The technical description of the main or most noteworthy span of the bridge is a 101 ft (30.78 m) concrete marsh (standard) Rainbow through arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Marsh Engineering Company of Des Moines, Iowa. | 39.173050 | -95.867130 | 70th Street (Valencia Road) | Big Soldier Creek | Rural | Shawnee County, Kansas | Kansas | United States | Concrete | Rainbow | Marsh (Standard) | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1922 | 0 | Unknown | Marsh Engineering Company of Des Moines, Iowa | 7 | 7 | 101 | 30.78 | 135.5 | 41.3 | 18 | 5.49 | https://historicbridges.org/kansas/70thvalencia/little_70thvalencia_6505_6_7v_small.jpg | https://historicbridges.org/kansas/70thvalencia/little_70thvalencia_6505_6_7v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/70thvalencia/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.173050,-95.867130 | |||||||||||||
| 5664 | 10th Street Bridge | This small Marsh arch bridge remains in good condition as of 2016. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) concrete marsh (standard) Rainbow through arch, fixed. The bridge was primarily built by Maxwell Construction Company of Columbus, Kansas. The bridge was primarily designed by Marsh Engineering Company of Des Moines, Iowa. | 39.050720 | -95.843750 | 10th Street | Blacksmith Creek | Rural | Shawnee County, Kansas | Kansas | United States | Concrete | Rainbow | Marsh (Standard) | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1930 | 0 | Maxwell Construction Company of Columbus, Kansas | Marsh Engineering Company of Des Moines, Iowa | 7 | 7 | 60 | 18.29 | 100 | 30.48 | 21 | 6.4 | https://historicbridges.org/kansas/shawnee10th/little_shawnee10th_6955_6_7v_small.jpg | https://historicbridges.org/kansas/shawnee10th/little_shawnee10th_6955_6_7v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/shawnee10th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.050720,-95.843750 | |||||||||||||
| 5665 | Memorial Bridge | This bridge is noted for its attractive design including ornamental pillars that are a memorial to those who fought in World War I. The technical description of the main or most noteworthy span of the bridge is a 139 ft (42.37 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Kansas City Bridge Company of Kansas City, Missouri. The bridge was primarily designed by Wood and White of Tulsa, Oklahoma. | 36.746020 | -95.961650 | Comanche Avenue | Caney River | Bartlesville | Washington County, Oklahoma | Oklahoma | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 1 | Concrete | Deck | Girder | Fixed | 0 | 2 | 1923 | 0 | Kansas City Bridge Company of Kansas City, Missouri | Wood and White of Tulsa, Oklahoma | 7 | 7 | 139 | 42.37 | 317 | 96.62 | 24 | 7.32 | https://historicbridges.org/oklahoma/bartlesvillearch/little_bartlesvillearch_8179_80_81v_small.jpg | https://historicbridges.org/oklahoma/bartlesvillearch/little_bartlesvillearch_8179_80_81v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/bartlesvillearch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.746020,-95.961650 | ||||||||||
| 5666 | ! | Cherokee Bridge | Bartles Road Bridge | This truss bridge consists of both pony and through truss spans and is noted for its lack of alteration including sidewalks. The technical description of the main or most noteworthy span of the bridge is a 210 ft (64.01 m) metal rivet-connected K-Parker through truss, fixed. The bridge was primarily built by L. M. Mackey of Wagoner, Oklahoma. The bridge was primarily designed by Oklahoma Highway Commission. | 36.754070 | -95.971550 | OK-123 (Bartles Road, Cherokee Avenue) | Caney River | Bartlesville | Washington County, Oklahoma | Oklahoma | United States | Metal | K-Parker | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | Metal | Camelback | Rivet-Connected | Pony | Truss | Fixed | 5 | 2 | 1937 | 0 | L. M. Mackey of Wagoner, Oklahoma | Oklahoma Highway Commission | 7 | 7 | 210 | 64.01 | 418 | 127.41 | 24 | 7.32 | https://historicbridges.org/oklahoma/bartlesville123/little_bartlesville123_8056_small.jpg | https://historicbridges.org/oklahoma/bartlesville123/little_bartlesville123_8056.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/bartlesville123/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.754070,-95.971550 | |||||
| 5667 | Johnstone Avenue Bridge | This pin-connected truss bridge has been bypassed and abandoned. The technical description of the main or most noteworthy span of the bridge is a 102 ft (31.09 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 36.716020 | -95.978100 | Johnstone Avenue (3946 Road) | Sand Creek | Bartlesville | Washington County, Oklahoma | Oklahoma | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 0 | 1913 | 0 | Unknown | 7 | 7 | 102 | 31.09 | 295 | 89.92 | 15.7 | 4.79 | https://historicbridges.org/oklahoma/bartlesvilletruss/little_bartlesvilletruss_8320_1_2bal_small.jpg | https://historicbridges.org/oklahoma/bartlesvilletruss/little_bartlesvilletruss_8320_1_2bal.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/bartlesvilletruss/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.716020,-95.978100 | |||||||||||
| 5668 | ! | OK-99 Caney River Bridge | This early surviving K-Parker truss bridge has three truss spans, and each span is different. The technical description of the main or most noteworthy span of the bridge is a 210 ft (64.01 m) metal rivet-connected K-Parker through truss, fixed. The bridge was primarily built by M. E. Gillioz of Monett, Missouri. The bridge was primarily designed by Oklahoma Highway Commission. | 36.969900 | -96.195380 | OK-99 | Caney River | Rural | Osage County, Oklahoma | Oklahoma | United States | Metal | K-Parker | Rivet-Connected | Through | Truss | Fixed | 10 | 2 | Metal | Camelback | Rivet-Connected | Pony | Truss | Fixed | 5 | 3 | 1935 | 0 | M. E. Gillioz of Monett, Missouri | Oklahoma Highway Commission | 7 | 8 | 210 | 64.01 | 535 | 163.07 | 24 | 7.32 | https://historicbridges.org/oklahoma/ok99caney/little_ok99caney_7159_60_61d_small.jpg | https://historicbridges.org/oklahoma/ok99caney/little_ok99caney_7159_60_61d.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/ok99caney/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.969900,-96.195380 | ||||||
| 5669 | ! | OK-99 Pond River Bridge | This is one of two K-Parker truss bridges found along this stretch of road. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected K-Parker through truss, fixed. The bridge was primarily built by M. E. Gillioz of Monett, Missouri. The bridge was primarily designed by Oklahoma Highway Commission. | 36.939090 | -96.204780 | OK-99 | Pond River | Rural | Osage County, Oklahoma | Oklahoma | United States | Metal | K-Parker | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 1935 | 1950 | M. E. Gillioz of Monett, Missouri | Oklahoma Highway Commission | 7 | 7 | 160 | 48.77 | 315 | 96.01 | 24 | 7.32 | https://historicbridges.org/oklahoma/ok99pond/little_ok99pond_7729_small.jpg | https://historicbridges.org/oklahoma/ok99pond/little_ok99pond_7729.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/ok99pond/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.939090,-96.204780 | |||||||||
| 5670 | Rangeline Road Bridge | This is the only rainbow arch bridge in the entire state! The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) concrete tied Rainbow through arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Oklahoma Highway Commission. | 35.300190 | -96.930160 | Rangeline Road (Kickapoo Road) | Squirrel Creek | Shawnee | Pottawatomie County, Oklahoma | Oklahoma | United States | Concrete | Rainbow | Tied | Through | Arch | Fixed | 9 | 1 | 0 | 0 | 1917 | 0 | Unknown | Oklahoma Highway Commission | 7 | 10 | 60 | 18.29 | 67 | 20.42 | 15 | 4.57 | https://historicbridges.org/oklahoma/rangelineroad/little_rangelineroad_4853_4_5d_small.jpg | https://historicbridges.org/oklahoma/rangelineroad/little_rangelineroad_4853_4_5d.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/rangelineroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.300190,-96.930160 | |||||||||||||
| 5672 | ! | OK-10 Spring River Bridge | This beautiful deck truss bridge in a scenic location looks a lot older than it is. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Oklahoma Highway Commission. | 36.871280 | -94.765440 | OK-10 | Spring River | Rural | Ottawa County, Oklahoma | Oklahoma | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 10 | 4 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1952 | 0 | Unknown | Oklahoma Highway Commission | 7 | 8 | 200 | 60.96 | 631 | 192.33 | 28 | 8.53 | https://historicbridges.org/oklahoma/ok10springriver/little_ok10springriver_9106_7_8bal_small.jpg | https://historicbridges.org/oklahoma/ok10springriver/little_ok10springriver_9106_7_8bal.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/ok10springriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.871280,-94.765440 | |||||||||
| 5673 | 3370 Road Bridge | This is one of two traditional riveted Pratt through truss bridges in this area. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 35.677220 | -96.999660 | 3370 Road | Deep Fork Canadian River | Rural | Lincoln County, Oklahoma | Oklahoma | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 5 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1924 | 0 | Unknown | 6 | 7 | 110 | 33.53 | 193 | 58.83 | 15 | 4.57 | https://historicbridges.org/oklahoma/lincoln3370/little_lincoln3370_4721_small.jpg | https://historicbridges.org/oklahoma/lincoln3370/little_lincoln3370_4721.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/lincoln3370/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.677220,-96.999660 | |||||||||||
| 5674 | 3380 Road Bridge | This is one of two traditional riveted Pratt through truss bridges in this area. The technical description of the main or most noteworthy span of the bridge is a 115 ft (35.05 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by J. O. Mathews. | 35.679890 | -96.981770 | 3380 Road | Deep Fork Canadian River | Rural | Lincoln County, Oklahoma | Oklahoma | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1920 | 0 | J. O. Mathews | 6 | 7 | 115 | 35.05 | 173 | 52.73 | 15.7 | 4.79 | https://historicbridges.org/oklahoma/lincoln3380/little_lincoln3380_4697_small.jpg | https://historicbridges.org/oklahoma/lincoln3380/little_lincoln3380_4697.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/lincoln3380/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.679890,-96.981770 | |||||||||||
| 5675 | US-281 Tower Bridge | Only the most observant travelers on Historic Route 66 will discover that this high level bridge is more than a typical steel stringer bridge. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Oklahoma Highway Commission. | 35.536190 | -98.340760 | Historic US-66 (US-281, OK-8) | Canadian River Tributary | Rural | Caddo County, Oklahoma | Oklahoma | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 11 | 0 | 0 | 1933 | 0 | Unknown | Oklahoma Highway Commission | 6 | 6 | 50 | 15.24 | 378 | 115.21 | 24 | 7.32 | https://historicbridges.org/oklahoma/us281tower/little_us281tower_6371_2_3bal_small.jpg | https://historicbridges.org/oklahoma/us281tower/little_us281tower_6371_2_3bal.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/us281tower/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.536190,-98.340760 | ||||||||||||||||
| 5676 | 3350 Road Bridge | This rare kingpost pony truss appears to have been pieced together from other salvaged truss bridge parts at an unknown date. The technical description of the main or most noteworthy span of the bridge is a metal Kingpost pony truss, fixed. The bridge was primarily built by Unknown. | 35.753310 | -97.034370 | 3350 Road | Eagle Creek | Rural | Lincoln County, Oklahoma | Oklahoma | United States | Metal | Kingpost | Pony | Truss | Fixed | 2 | 1 | 0 | 0 | 1920 | 0 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/oklahoma/eaglecreek/little_eaglecreek_4589_90_91bal_small.jpg | https://historicbridges.org/oklahoma/eaglecreek/little_eaglecreek_4589_90_91bal.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/eaglecreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.753310,-97.034370 | |||||||||||||||
| 5677 | 96th Street Bridge | Perhaps a rail bridge originally, this bridge was relocated here long ago from an unknown location and widened for highway traffic. The technical description of the main or most noteworthy span of the bridge is a 148 ft (45.11 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 36.293060 | -95.966870 | 96th Street | Bird Creek | Rural | Tulsa County, Oklahoma | Oklahoma | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 2 | 0 | 0 | 0 | 1936 | Unknown | 7 | 8 | 148 | 45.11 | 302.5 | 92.2 | 20 | 6.1 | https://historicbridges.org/oklahoma/tulsa96th/little_tulsa96th_2818_19_20f_small.jpg | https://historicbridges.org/oklahoma/tulsa96th/little_tulsa96th_2818_19_20f.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/tulsa96th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.293060,-95.966870 | ||||||||||||||
| 5678 | 106th Street Bird Creek Bridge | This is a beautiful and uncommon example of a pin-connected Parker truss. The technical description of the main or most noteworthy span of the bridge is a 190.3 ft (58 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. The bridge was primarily designed by R. K. Hughes. | 36.307540 | -95.959540 | 106th Street | Bird Creek | Rural | Tulsa County, Oklahoma | Oklahoma | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 10 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 1912 | 1988 | Canton Bridge Company of Canton, Ohio | R. K. Hughes | 7 | 8 | 190.3 | 58 | 263 | 80.16 | 14.8 | 4.51 | https://historicbridges.org/oklahoma/tulsa106thbird/little_tulsa106thbird_3109_small.jpg | https://historicbridges.org/oklahoma/tulsa106thbird/little_tulsa106thbird_3109.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/tulsa106thbird/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.307540,-95.959540 | ||||||||||
| 5679 | 131st Street Bridge | This bypassed and abandoned bridge is a rare and excellent example of an uncommon highway truss type. The technical description of the main or most noteworthy span of the bridge is a 201 ft (61.26 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. | 36.343770 | -95.975260 | 131st Street | Bird Creek | Rural | Tulsa County, Oklahoma | Oklahoma | United States | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 12 | 1 | 0 | 0 | 1912 | 0 | Canton Bridge Company of Canton, Ohio | 8 | 8 | 201 | 61.26 | 270 | 82.3 | 14.4 | 4.39 | https://historicbridges.org/oklahoma/tulsa131st/little_tulsa131st_4238_39_40v_small.jpg | https://historicbridges.org/oklahoma/tulsa131st/little_tulsa131st_4238_39_40v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/tulsa131st/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.343770,-95.975260 | ||||||||||||||
| 5680 | OK-11 Hominy Creek Bridge | An excellent and increasingly rare surviving example of a signature Oklahoma K-Parker truss bridge, this bridge was relocated to private property. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected K-Parker through truss, fixed. The bridge was primarily built by Standard Paving Company of Tulsa, Oklahoma. Special note about bridge location: This bridge was previously located at 36.31571, -95.99149. Current location is private property, but viewable from public highway OK-11. | 36.352301 | -95.991074 | OK-11 (4th Avenue) | Hominy Creek | Rural | Tulsa County, Oklahoma | Oklahoma | United States | This bridge was previously located at 36.31571, -95.99149. Current location is private property, but viewable from public highway OK-11. | Metal | K-Parker | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 1940 | 0 | Standard Paving Company of Tulsa, Oklahoma | 7 | 7 | 160 | 48.77 | 405 | 123.44 | 26 | 7.92 | https://historicbridges.org/oklahoma/tulsaok11hominy/little_tulsaok11hominy_3746_small.jpg | https://historicbridges.org/oklahoma/tulsaok11hominy/little_tulsaok11hominy_3746.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/tulsaok11hominy/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.352301,-95.991074 | ||||||||||
| 5681 | 106th Street Hominy Creek Bridge | This is a nicely proportioned bridge and in a county noted for its variety of truss bridges helps to form this special group of Tulsa County truss bridges. The technical description of the main or most noteworthy span of the bridge is a 144 ft (43.89 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Patterson Steel Company. | 36.307330 | -95.974330 | 106th Street | Hominy Creek | Rural | Tulsa County, Oklahoma | Oklahoma | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 0 | 1923 | 0 | Patterson Steel Company | 6 | 7 | 144 | 43.89 | 251 | 76.5 | 17 | 5.18 | https://historicbridges.org/oklahoma/tulsa106thhominy/little_tulsa106thhominy_3325_6_7f_small.jpg | https://historicbridges.org/oklahoma/tulsa106thhominy/little_tulsa106thhominy_3325_6_7f.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/tulsa106thhominy/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.307330,-95.974330 | ||||||||
| 5682 | 116th Street Bridge | This attractive pony truss bridge was likely relocated here long ago from an unknown previous location. The technical description of the main or most noteworthy span of the bridge is a 78 ft (23.77 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 36.322090 | -95.979700 | 116th Street | Hominy Creek Tributary | Rural | Tulsa County, Oklahoma | Oklahoma | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 1936 | Unknown | 6 | 7 | 78 | 23.77 | 80 | 24.38 | 13 | 3.96 | https://historicbridges.org/oklahoma/tulsa116th/little_tulsa116th_3857_8_9bal_small.jpg | https://historicbridges.org/oklahoma/tulsa116th/little_tulsa116th_3857_8_9bal.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/tulsa116th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.322090,-95.979700 | ||||||||||||||
| 5683 | KCS Blue Parkway Railroad Bridge | This is one of several beautiful and impressive railroad bridges on this section of railroad line. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by List Construction Company of Kansas City, Missouri. The bridge was primarily designed by Ash, Howard, Needles, and Tammen of New York, New York. | 39.033150 | -94.514270 | Railroad (Kansas City Southern) | Blue Parkway | Kansas City | Jackson County, Missouri | Missouri | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 3 | Concrete | Closed Spandrel (Ribbed) | Deck | Arch | Fixed | 0 | 4 | 1928 | 0 | List Construction Company of Kansas City, Missouri | Ash, Howard, Needles, and Tammen of New York, New York | 7 | 7 | 100 | 30.48 | 480 | 146.3 | 0 | 0 | https://historicbridges.org/missouri/kcsblueparkway/little_kcsblueparkway_0288_small.jpg | https://historicbridges.org/missouri/kcsblueparkway/little_kcsblueparkway_0288.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/kcsblueparkway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.033150,-94.514270 | |||||||||
| 5684 | KCS Gregory Boulevard Railroad Bridge | This is one of several beautiful and impressive railroad bridges on this section of railroad line. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by List Construction Company of Kansas City, Missouri. The bridge was primarily designed by Ash, Howard, Needles, and Tammen of New York, New York. | 38.995110 | -94.506130 | Railroad (Kansas City Southern) | Gregory Boulevard | Kansas City | Jackson County, Missouri | Missouri | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 3 | Concrete | Closed Spandrel (Ribbed) | Deck | Arch | Fixed | 0 | 6 | 1928 | 0 | List Construction Company of Kansas City, Missouri | Ash, Howard, Needles, and Tammen of New York, New York | 7 | 7 | 100 | 30.48 | 500 | 152.4 | 0 | 0 | https://historicbridges.org/missouri/kcsgregory/little_kcsgregory_9978_small.jpg | https://historicbridges.org/missouri/kcsgregory/little_kcsgregory_9978.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/kcsgregory/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.995110,-94.506130 | |||||||||
| 5685 | KCS Wildcat Hollow Drive Railroad Bridge | This is one of several beautiful and impressive railroad bridges on this section of railroad line. The technical description of the main or most noteworthy span of the bridge is a 112 ft (34.14 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by List Construction Company of Kansas City, Missouri. The bridge was primarily designed by Ash, Howard, Needles, and Tammen of New York, New York. | 39.003340 | -94.511620 | Railroad (Kansas City Southern) | Wildcat Hollow Drive (67th Street) | Kansas City | Jackson County, Missouri | Missouri | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1928 | 0 | List Construction Company of Kansas City, Missouri | Ash, Howard, Needles, and Tammen of New York, New York | 6 | 6 | 112 | 34.14 | 227 | 69.19 | 0 | 0 | https://historicbridges.org/missouri/kcswildcathollow/little_kcswildcathollow_0177_small.jpg | https://historicbridges.org/missouri/kcswildcathollow/little_kcswildcathollow_0177.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/kcswildcathollow/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.003340,-94.511620 | ||||||||||||||
| 5686 | KCS 63rd Street Railroad Bridge | One of several high level bridges on this railroad line, this bridge stands out for its use of steel instead of concrete. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal deck girder, fixed. The bridge was primarily built by List Construction Company of Kansas City, Missouri. The bridge was primarily designed by Ash, Howard, Needles, and Tammen of New York, New York. | 39.015330 | -94.515700 | Railroad (Kansas City Southern) | 63rd Street Trafficway | Kansas City | Jackson County, Missouri | Missouri | United States | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | 1928 | 0 | List Construction Company of Kansas City, Missouri | Ash, Howard, Needles, and Tammen of New York, New York | 5 | 5 | 75 | 22.86 | 875 | 266.7 | 20 | 6.1 | https://historicbridges.org/missouri/kcs63rd/little_kcs63rd_0228_small.jpg | https://historicbridges.org/missouri/kcs63rd/little_kcs63rd_0228.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/kcs63rd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.015330,-94.515700 | |||||||||||||||
| 5687 | ! | 18th Street Bridge | This is a large deck truss bridge composed of a wide deck supported by three truss lines. The technical description of the main or most noteworthy span of the bridge is a 424 ft (129.24 m) metal continuous (straight chords) bolt-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 39.077040 | -94.649910 | US-69 (18th Street) | Kansas River and Railroad (BNSF) | Kansas City | Wyandotte County, Kansas | Kansas | United States | Metal | Warren | Bolt-Connected | Deck | Truss | Fixed | 0 | Continuous (Straight Chords) | 3 | Metal | Deck | Girder | Fixed | 0 | Continuous | 10 | 1959 | 1989 | Unknown | 6 | 6 | 424 | 129.24 | 2227 | 678.79 | 56 | 17.07 | https://historicbridges.org/kansas/18th/little_18th_3224_small.jpg | https://historicbridges.org/kansas/18th/little_18th_3224.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/18th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.077040,-94.649910 | |||||||
| 5688 | Liberty Bridge | MO-291 Northbound Bridge | This bridge is an outstanding and rare surviving example of a beautiful type of bridge that once graced Missouri in far larger populations. The technical description of the main or most noteworthy span of the bridge is a 460 ft (140.21 m) metal continuous rivet-connected Warren through truss, fixed. The bridge was primarily built by Mount Vernon Bridge Company of Mount Vernon, Ohio. The bridge was primarily designed by Sverdrup and Parcel of St. Louis, Missouri. | 39.167900 | -94.394830 | MO-291 Northbound | Missouri River | Sugar Creek | Jackson County, Missouri | Missouri | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 14 | Continuous | 2 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 12 | Continuous | 6 | 1949 | 2002 | Mount Vernon Bridge Company of Mount Vernon, Ohio | Sverdrup and Parcel of St. Louis, Missouri | 8 | 9 | 460 | 140.21 | 1882.3 | 573.73 | 24 | 7.32 | https://historicbridges.org/missouri/mo291/little_mo291_2057_small.jpg | https://historicbridges.org/missouri/mo291/little_mo291_2057.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/mo291/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.167900,-94.394830 | ||||
| 5689 | Cedar Vale Bridge | This bridge and the road it serves has been bypassed by a new alignment of the US highway, reducing the traffic it must serve. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) concrete marsh (standard) Rainbow through arch, fixed. The bridge was primarily built by J.S. Vance and Son of Parsons, Kansas. The bridge was primarily designed by Marsh Engineering Company of Des Moines, Iowa. | 37.106080 | -96.484140 | Heritage Road (Old US-166) | Caney River | Near Cedar Vale | Chautauqua County, Kansas | Kansas | United States | Concrete | Rainbow | Marsh (Standard) | Through | Arch | Fixed | 0 | 2 | Concrete | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1930 | 0 | J.S. Vance and Son of Parsons, Kansas | Marsh Engineering Company of Des Moines, Iowa | 8 | 8 | 140 | 42.67 | 292 | 89 | 20 | 6.1 | https://historicbridges.org/kansas/cedarvale/little_cedarvale_6586_7_8v_small.jpg | https://historicbridges.org/kansas/cedarvale/little_cedarvale_6586_7_8v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/cedarvale/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.106080,-96.484140 | ||||||||||
| 5690 | Coffeyville Bridge | Roy W. White Bridge | This attractive three-span tied Marsh rainbow arch bridge has a slightly larger center span. The technical description of the main or most noteworthy span of the bridge is a 124 ft (37.8 m) concrete marsh (tied) Rainbow through arch, fixed. The bridge was primarily built by Fifield Construction Company of Waterloo, Iowa. The bridge was primarily designed by Marsh Engineering Company of Des Moines, Iowa. | 37.033330 | -95.579800 | CR-1800 | Verdigris River | Near Coffeyville | Montgomery County, Kansas | Kansas | United States | Concrete | Rainbow | Marsh (Tied) | Through | Arch | Fixed | 0 | 3 | 0 | 0 | 1926 | 0 | Fifield Construction Company of Waterloo, Iowa | Marsh Engineering Company of Des Moines, Iowa | 8 | 8 | 124 | 37.8 | 294 | 89.61 | 20 | 6.1 | https://historicbridges.org/kansas/coffeyville/little_coffeyville_5359_60_61v_small.jpg | https://historicbridges.org/kansas/coffeyville/little_coffeyville_5359_60_61v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/coffeyville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.033330,-95.579800 | ||||||||||||
| 5691 | Coffeyville Railroad Bridge | Missouri Pacific Railroad Bridge | This is a classic railroad through truss bridge that also has an unusual variable depth deck plate girder approach span. The technical description of the main or most noteworthy span of the bridge is a 145 ft (44.2 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 37.031240 | -95.579570 | Railroad (Abandoned South Kansas and Oklahoma Railroad) | Verdigris River | Near Coffeyville | Montgomery County, Kansas | Kansas | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | Metal | Deck | Girder | Fixed | 0 | 0 | 1910 | 0 | Unknown | 6 | 6 | 145 | 44.2 | 318 | 96.93 | 0 | 0 | https://historicbridges.org/kansas/coffeyvillerr/little_coffeyvillerr_5551_2_3d_small.jpg | https://historicbridges.org/kansas/coffeyvillerr/little_coffeyvillerr_5551_2_3d.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/coffeyvillerr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.031240,-95.579570 | |||||||||
| 5692 | Dewlen-Spohnhauer Bridge | This is an impressive four span Marsh rainbow arch bridge. The technical description of the main or most noteworthy span of the bridge is a 122.4 ft (37.31 m) concrete marsh (tied) Rainbow through arch, fixed. The bridge was primarily built by Fifield Construction Company of Waterloo, Iowa. The bridge was primarily designed by Marsh Engineering Company of Des Moines, Iowa. | 37.224490 | -95.678720 | Old US-160 | Verdigris River | Near Independence | Montgomery County, Kansas | Kansas | United States | Concrete | Rainbow | Marsh (Tied) | Through | Arch | Fixed | 13 | 4 | 0 | 0 | 1926 | 0 | Fifield Construction Company of Waterloo, Iowa | Marsh Engineering Company of Des Moines, Iowa | 8 | 8 | 122.4 | 37.31 | 434 | 132.28 | 20 | 6.1 | https://historicbridges.org/kansas/oldus160/little_oldus160_5758_small.jpg | https://historicbridges.org/kansas/oldus160/little_oldus160_5758.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/oldus160/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.224490,-95.678720 | |||||||||||||
| 5693 | Hackberry Road Bridge | This Marsh rainbow arch bridge appears to be sufficient for the traffic it serves on this rural road. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) concrete marsh (standard) Rainbow through arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Marsh Engineering Company of Des Moines, Iowa. | 37.776100 | -94.826980 | Hackberry Road | Pawnee Creek | Rural | Bourbon County, Kansas | Kansas | United States | Concrete | Rainbow | Marsh (Standard) | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1929 | 0 | Unknown | Marsh Engineering Company of Des Moines, Iowa | 7 | 7 | 120 | 36.58 | 122 | 37.19 | 20 | 6.1 | https://historicbridges.org/kansas/hackberry/little_hackberry_2812_3_4d_small.jpg | https://historicbridges.org/kansas/hackberry/little_hackberry_2812_3_4d.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/hackberry/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.776100,-94.826980 | |||||||||||||
| 5694 | Fulton Bridge | This bridge suffers from greater levels of deterioration than other similar bridges in Kansas. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) concrete marsh (tied) Rainbow through arch, fixed. The bridge was primarily built by Kelly and Underwood Construction Company of Granby, Missouri. The bridge was primarily designed by Marsh Engineering Company of Des Moines, Iowa. | 38.019240 | -94.713560 | 215th Street (Old US-69) | Little Osage River | Rural | Bourbon County, Kansas | Kansas | United States | Concrete | Rainbow | Marsh (Tied) | Through | Arch | Fixed | 11 | 1 | Concrete | T-Beam | Fixed | 0 | 1 | 1927 | 0 | Kelly and Underwood Construction Company of Granby, Missouri | Marsh Engineering Company of Des Moines, Iowa | 7 | 7 | 110 | 33.53 | 153 | 46.63 | 20.3 | 6.19 | https://historicbridges.org/kansas/fulton/little_fulton_0777_8_9d_small.jpg | https://historicbridges.org/kansas/fulton/little_fulton_0777_8_9d.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/fulton/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.019240,-94.713560 | ||||||||||
| 5695 | Ungeheuer Road Bridge | This bridge is a small-scale example of a Marsh rainbow arch bridge. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) concrete marsh (standard) Rainbow through arch, fixed. The bridge was primarily built by Maxwell Construction Company of Columbus, Kansas. The bridge was primarily designed by Marsh Engineering Company of Des Moines, Iowa. | 38.141460 | -94.695340 | Ungeheuer Road (Old US-69) | Mine Creek | Rural | Linn County, Kansas | Kansas | United States | Concrete | Rainbow | Marsh (Standard) | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1927 | 0 | Maxwell Construction Company of Columbus, Kansas | Marsh Engineering Company of Des Moines, Iowa | 7 | 7 | 110 | 33.53 | 112 | 34.14 | 20.3 | 6.19 | https://historicbridges.org/kansas/ungeheuer/little_ungeheuer_0639_40_41v_small.jpg | https://historicbridges.org/kansas/ungeheuer/little_ungeheuer_0639_40_41v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/ungeheuer/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.141460,-94.695340 | |||||||||||||
| 5696 | Bronco Road Bridge | This bridge, built to replace a bridge washed away in a flood, has fared much better than its predecessor. The technical description of the main or most noteworthy span of the bridge is a 82 ft (24.99 m) concrete marsh (tied) Rainbow through arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Marsh Engineering Company of Des Moines, Iowa. | 37.009490 | -96.255690 | Bronco Road | Cedar Creek | Rural | Chautauqua County, Kansas | Kansas | United States | Concrete | Rainbow | Marsh (Tied) | Through | Arch | Fixed | 9 | 1 | Concrete | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1927 | 0 | Unknown | Marsh Engineering Company of Des Moines, Iowa | 7 | 7 | 82 | 24.99 | 146 | 44.5 | 20 | 6.1 | https://historicbridges.org/kansas/broncoroad/little_broncoroad_6868_69_70d_small.jpg | https://historicbridges.org/kansas/broncoroad/little_broncoroad_6868_69_70d.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/broncoroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.009490,-96.255690 | ||||||||||
| 5697 | Red Bridge | This unusual, somewhat European-styled truss bridge with its curved top chord has been left standing in a park next to its replacement. The technical description of the main or most noteworthy span of the bridge is a 93 ft (28.35 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 38.925280 | -94.571320 | Red Bridge Road (Old Alignment) | Blue River | Kansas City | Jackson County, Missouri | Missouri | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | Concrete | Curved | T-Beam | Fixed | 0 | 3 | 1932 | 1982 | Unknown | 8 | 8 | 93 | 28.35 | 260 | 79.25 | 22 | 6.71 | https://historicbridges.org/missouri/redbridge/little_redbridge_9383_4_5ur_small.jpg | https://historicbridges.org/missouri/redbridge/little_redbridge_9383_4_5ur.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/redbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.925280,-94.571320 | ||||||||||
| 5698 | 3rd Street Bridge | Noted for its exceedingly rare used of a curved top chord, this bridge was relocated from Jackson County here in 1969. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal rivet-connected Parker pony truss, fixed. The bridge was primarily built by Unknown. | 39.313700 | -94.295470 | 3rd Street | Fishing River | Mosby | Clay County, Missouri | Missouri | United States | Metal | Parker | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 1969 | Unknown | 7 | 7 | 90 | 27.43 | 120 | 36.58 | 20 | 6.1 | https://historicbridges.org/missouri/mosby/little_mosby_1093_4_5ur_small.jpg | https://historicbridges.org/missouri/mosby/little_mosby_1093_4_5ur.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/mosby/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.313700,-94.295470 | |||||||||||
| 5699 | Crawford Street Bridge | This Marsh rainbow arch bridge has been closed to vehicular traffic but can still be walked on. The technical description of the main or most noteworthy span of the bridge is a 83 ft (25.3 m) concrete marsh (tied) Rainbow through arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Marsh Engineering Company of Des Moines, Iowa. | 37.851640 | -94.710000 | Crawford Street | Mill Creek | Fort Scott | Bourbon County, Kansas | Kansas | United States | Concrete | Rainbow | Marsh (Tied) | Through | Arch | Fixed | 9 | 1 | Concrete | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1927 | 0 | Unknown | Marsh Engineering Company of Des Moines, Iowa | 7 | 7 | 83 | 25.3 | 138 | 42.06 | 19.7 | 6 | https://historicbridges.org/kansas/crawford/little_crawford_3520_1_2bal_small.jpg | https://historicbridges.org/kansas/crawford/little_crawford_3520_1_2bal.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/crawford/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.851640,-94.710000 | ||||||||||
| 5700 | 250th Street Bridge | This Marsh rainbow arch bridge makes use of the stone abutments from a previous bridge. The technical description of the main or most noteworthy span of the bridge is a 85 ft (25.91 m) concrete marsh (tied) Rainbow through arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Marsh Engineering Company of Des Moines, Iowa. | 37.717980 | -94.649550 | 250th Street | Buck Run Creek | Rural | Bourbon County, Kansas | Kansas | United States | Concrete | Rainbow | Marsh (Tied) | Through | Arch | Fixed | 10 | 1 | 0 | 0 | 1925 | 0 | Unknown | Marsh Engineering Company of Des Moines, Iowa | 7 | 7 | 85 | 25.91 | 92 | 28.04 | 19 | 5.79 | https://historicbridges.org/kansas/250tharch/little_250tharch_3010_1_2v_small.jpg | https://historicbridges.org/kansas/250tharch/little_250tharch_3010_1_2v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/250tharch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.717980,-94.649550 | |||||||||||||
| 5701 | Gilmore Farm Bridge | Pulaski County Bridge 31 - Blue Bridge | A unique bridge with a unique story, this restored bridge is the only Stearns truss surviving today. The technical description of the main or most noteworthy span of the bridge is a 76 ft (23.16 m) metal pin-connected Stearns through truss, fixed. The bridge was primarily built by Winamac Bridge Company of Winamac, Indiana. | 40.582880 | -86.683310 | Delphi Historic Trails (VanScoy Towpath Trail Access) | Wabash and Erie Canal | Delphi | Carroll County, Indiana | Indiana | United States | Metal | Stearns | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1905 | 2006 | Winamac Bridge Company of Winamac, Indiana | 10 | 10 | 76 | 23.16 | 78 | 23.77 | 14.4 | 4.39 | https://historicbridges.org/indiana/gilmore/little_img_1335_small.jpg | https://historicbridges.org/indiana/gilmore/little_img_1335.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/gilmore/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.582880,-86.683310 | |||||||||||||
| 5702 | Paint Creek Bridge | Carroll County Bridge 85 - Red Bridge | This rare Massillon Bridge Company bowstring with its distinctive Howe truss chords and floorbeams has been preserved here. The technical description of the main or most noteworthy span of the bridge is a 67 ft (20.42 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. | 40.595140 | -86.678730 | Delphi Historic Trails (Founders Towpath and Draper North End Trail Connector) | Wabash and Erie Canal | Delphi | Carroll County, Indiana | Indiana | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1874 | 1999 | Massillon Bridge Company of Massillon, Ohio | 9 | 10 | 67 | 20.42 | 67 | 20.42 | 0 | 0 | https://historicbridges.org/indiana/paintcreek/little_brg_9331_small.jpg | https://historicbridges.org/indiana/paintcreek/little_brg_9157.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/paintcreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.595140,-86.678730 | |||||||||||||
| 5703 | Houck Iron Bridge | Putnam County Bridge 146 - Grey Bridge | This impressive, tall Pratt highway truss bridge has been relocated and preserved here for non-motorized use. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Vincennes Bridge Company of Vincennes, Indiana. | 40.591590 | -86.679680 | Delphi Historic Trails (Underhill Towpath Trail Connector) | Wabash and Erie Canal | Delphi | Carroll County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1913 | 2014 | Vincennes Bridge Company of Vincennes, Indiana | 7 | 7 | 160 | 48.77 | 162 | 49.38 | 15.4 | 4.69 | https://historicbridges.org/indiana/houckiron/little_brg_8959_small.jpg | https://historicbridges.org/indiana/houckiron/little_brg_8959.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/houckiron/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.591590,-86.679680 | |||||||||||||
| 5704 | CR-300 Bridge | Wells County Bridge 3 | This late example of a state highway riveted through truss serves light county traffic today. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by John R. Gates of Fort Wayne, Indiana. The bridge was primarily designed by Indiana State Highway Commission. | 40.801600 | -85.279890 | CR-300 (Former IN-303) | Wabash River | Rural | Wells County, Indiana | Indiana | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 8 | 2 | 0 | 0 | 1940 | 2016 | John R. Gates of Fort Wayne, Indiana | Indiana State Highway Commission | 6 | 7 | 150 | 45.72 | 306 | 93.27 | 23.6 | 7.19 | https://historicbridges.org/indiana/wellscr300/little_addcr300wells_1004_small.jpg | https://historicbridges.org/indiana/wellscr300/little_addcr300wells_1004.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/wellscr300/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.801600,-85.279890 | ||||||||||||
| 5705 | Dillman Road Bridge | Monroe County Bridge 83 | A classic riveted pony truss remains today with good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 39.093010 | -86.553970 | Dillman Road | Clear Creek | Rural | Monroe County, Indiana | Indiana | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1910 | 2002 | Unknown | 5 | 6 | 70 | 21.34 | 72 | 21.95 | 14.8 | 4.51 | https://historicbridges.org/indiana/dillmanrd/little_a10pony2_small.jpg | https://historicbridges.org/indiana/dillmanrd/little_a10pony2.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/dillmanrd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.093010,-86.553970 | |||||||||||||
| 5706 | Franklin Street Bridge | Carroll County Bridge 150 | One of two historic stone arch bridges in this community of historic bridges. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) stone Segmental deck arch, fixed. The bridge was primarily built by John C. O'Connor. | 40.583580 | -86.683560 | Franklin Street (Bicycle Bridge Road) | Wabash and Erie Canal | Delphi | Carroll County, Indiana | Indiana | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1901 | 0 | John C. O'Connor | 7 | 7 | 24 | 7.32 | 35.4 | 10.79 | 26 | 7.92 | https://historicbridges.org/indiana/franklindelphi/little_img_1371_small.jpg | https://historicbridges.org/indiana/franklindelphi/little_img_1371.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/franklindelphi/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.583580,-86.683560 | ||||||||||||||
| 5707 | Washington Street Bridge | Carroll County Bridge 2 | One of two historic stone arch bridges in this community of historic bridges. The technical description of the main or most noteworthy span of the bridge is a 33.5 ft (10.21 m) stone Segmental deck arch, fixed. The bridge was primarily built by John C. O'Connor. | 40.592760 | -86.678870 | Washington Street | Wabash and Erie Canal | Delphi | Carroll County, Indiana | Indiana | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1901 | 0 | John C. O'Connor | 7 | 7 | 33.5 | 10.21 | 113 | 34.44 | 23.6 | 7.19 | https://historicbridges.org/indiana/washingtondelphi/little_brg_9013_small.jpg | https://historicbridges.org/indiana/washingtondelphi/little_brg_9013.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/washingtondelphi/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.592760,-86.678870 | ||||||||||||||
| 5708 | Strawtown Koteewi Park Bridge | White River Campground Bridge | Using two different truss bridges plus a third replica span, this is one of the most unique bridge preservation projects ever completed. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Lattice (Triple Warren) through truss, fixed. The bridge was primarily built by Chicago Bridge and Iron Works of Chicago, Illinois, Indiana Bridge Company of Muncie, Indiana, and New Castle Bridge Company of Indianapolis, Indiana . | 40.125620 | -85.967290 | Park Walkway | West Fork White River | Noblesville | Hamilton County, Indiana | Indiana | United States | Metal | Lattice (Triple Warren) | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 2 | 1898 | 2016 | Chicago Bridge and Iron Works of Chicago, Illinois, Indiana Bridge Company of Muncie, Indiana, and New Castle Bridge Company of Indianapolis, Indiana | 9 | 9 | 150 | 45.72 | 294.1 | 89.64 | 14.3 | 4.36 | https://historicbridges.org/indiana/strawtown/little_strawtown_4339_small.jpg | https://historicbridges.org/indiana/strawtown/little_strawtown_4339.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/strawtown/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.125620,-85.967290 | |||||||
| 5709 | Onion Creek Bridge | The truly unique bridge has an ornamental portal bracing design and is noted as a through truss bedstead. The technical description of the main or most noteworthy span of the bridge is a 102 ft (31.09 m) metal pin-connected Parker bedstead through truss, fixed. The bridge was primarily built by Western Bridge Company of Harrisonville, Missouri. | 37.025930 | -95.656220 | County Road 4500 | Onion Creek | Near Coffeyville | Montgomery County, Kansas | Kansas | United States | Metal | Parker | Pin-Connected | Bedstead Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1911 | 0 | Western Bridge Company of Harrisonville, Missouri | 9 | 9 | 102 | 31.09 | 104 | 31.7 | 13.8 | 4.21 | https://historicbridges.org/kansas/onioncreekbridge/little_onioncreekbridge_5347_small.jpg | https://historicbridges.org/kansas/onioncreekbridge/little_onioncreekbridge_5347.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/onioncreekbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.025930,-95.656220 | ||||||||||||||
| 5710 | Old Military Bridge | Marmaton Bridge | One of the only multi-span iron bowstring bridges surviving in the country, this abandoned bridge is almost impossible to see through the overgrowth. The technical description of the main or most noteworthy span of the bridge is a 112 ft (34.14 m) metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 37.859360 | -94.670770 | 240th Street (Abandoned) | Marmaton River | Fort Scott | Bourbon County, Kansas | Kansas | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Through | Truss | Fixed | 10 | 1 | Metal | Bowstring | Pony | Truss | Fixed | 6 | 2 | 1878 | 0 | King Bridge Company of Cleveland, Ohio | 9 | 10 | 112 | 34.14 | 212 | 64.62 | 15.7 | 4.79 | https://historicbridges.org/kansas/oldmilitary/little_oldmilitary_2491_2_3ur_small.jpg | https://historicbridges.org/kansas/oldmilitary/little_oldmilitary_2491_2_3ur.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/oldmilitary/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.859360,-94.670770 | ||||||||
| 5711 | Long Shoals Bridge | This abandoned bridge features a unique vertical endpost design combined with impressive ornamentation. The technical description of the main or most noteworthy span of the bridge is a 174.8 ft (53.28 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Midland Bridge Company of Kansas City, Missouri. | 37.994740 | -94.621690 | 265th Street | Little Osage River | Rural | Bourbon County, Kansas | Kansas | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1902 | 0 | Midland Bridge Company of Kansas City, Missouri | 9 | 9 | 174.8 | 53.28 | 175.8 | 53.58 | 13.4 | 4.08 | https://historicbridges.org/kansas/longshoals/little_longshoals_0990_1_2bal_small.jpg | https://historicbridges.org/kansas/longshoals/little_longshoals_0990_1_2bal.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/longshoals/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.994740,-94.621690 | ||||||||||||||
| 5712 | Austin Bridge | Santa Fe Park Bridge | This rare cast and wrought iron bowstring truss was relocated and preserved here in a park. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 37.656970 | -95.453210 | Park Walkway | Little Turkey Creek | Chanute | Neosho County, Kansas | Kansas | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Through | Truss | Fixed | 0 | 1 | 0 | 0 | 1872 | 1999 | King Bridge Company of Cleveland, Ohio | 9 | 9 | 160 | 48.77 | 160 | 48.77 | 0 | 0 | https://historicbridges.org/kansas/austinbridge/little_austinbridge_4882_3_4d_small.jpg | https://historicbridges.org/kansas/austinbridge/little_austinbridge_4882_3_4d.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/austinbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.656970,-95.453210 | |||||||||||||
| 5713 | Elk Falls Bridge | Preserved in place for pedestrian use, this truss bridge also includes attractive steel bents supporting its approach spans. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by George E. King Bridge Company of Des Moines, Iowa. | 37.374060 | -96.184100 | Montgomery Street | Elk River | Elk Falls | Elk County, Kansas | Kansas | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 1893 | 0 | George E. King Bridge Company of Des Moines, Iowa | 7 | 7 | 130 | 39.62 | 196 | 59.74 | 16 | 4.88 | https://historicbridges.org/kansas/elkfalls/little_elkfalls_6454_small.jpg | https://historicbridges.org/kansas/elkfalls/little_elkfalls_6439.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/elkfalls/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.374060,-96.184100 | |||||||||||
| 5714 | Old US-169 Neosho River Bridge | Despite being downgraded to a former US highway, this bridge and road continues to see a fair amount of traffic. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by J.S. Vance and Son of Parsons, Kansas and Pittsburgh Des Moines Steel Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Kansas State Highway Commission. | 37.730570 | -95.442050 | Old US-169 (Ford Road, 1150th Street) | Neosho River | Rural | Neosho County, Kansas | Kansas | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 2 | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 8 | 4 | 1930 | 0 | J.S. Vance and Son of Parsons, Kansas and Pittsburgh Des Moines Steel Company of Pittsburgh, Pennsylvania | Kansas State Highway Commission | 6 | 7 | 140 | 42.67 | 655 | 199.64 | 23.3 | 7.1 | https://historicbridges.org/kansas/oldus169/little_oldus169_4633_4_5ur_small.jpg | https://historicbridges.org/kansas/oldus169/little_oldus169_4633_4_5ur.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/oldus169/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.730570,-95.442050 | |||||||
| 5715 | 250th Street Bridge | This is a traditional riveted Parker through truss in a rural setting. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 37.694380 | -94.648870 | 250th Street | West Fork Dry Wood Creek | Rural | Bourbon County, Kansas | Kansas | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1925 | 0 | Unknown | 6 | 6 | 150 | 45.72 | 153 | 46.63 | 19.7 | 6 | https://historicbridges.org/kansas/250thtruss/little_250thtruss_2932_3_4f_small.jpg | https://historicbridges.org/kansas/250thtruss/little_250thtruss_2932_3_4f.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/250thtruss/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.694380,-94.648870 | ||||||||||||||
| 5716 | Morton Bridge | This bridge shows some of the distinctive details of its builder including cast iron bearings. The technical description of the main or most noteworthy span of the bridge is a 102 ft (31.09 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 39.294290 | -93.889060 | 114th Street (Landing Road) | Crooked River | Rural | Ray County, Missouri | Missouri | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1889 | 0 | Wrought Iron Bridge Company of Canton, Ohio | 7 | 7 | 102 | 31.09 | 162 | 49.38 | 10.8 | 3.29 | https://historicbridges.org/missouri/morton/little_morton_9739_40_41d_small.jpg | https://historicbridges.org/missouri/morton/little_morton_9739_40_41d.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/morton/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.294290,-93.889060 | |||||||||||
| 5717 | Pleasant Ridge Road Bridge | This rare bedstead truss bridge was damaged and its top chord broken in half, yet it remained standing. The technical description of the main or most noteworthy span of the bridge is a 47.8 ft (14.57 m) metal pin-connected Pratt bedstead pony truss, fixed. The bridge was primarily built by John H. Sparks of St. Joseph, Missouri. | 39.673520 | -93.946500 | Pleasant Ridge Road | Cottonwood Creek | Rural | Caldwell County, Missouri | Missouri | United States | Metal | Pratt | Pin-Connected | Bedstead Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1904 | 0 | John H. Sparks of St. Joseph, Missouri | 8 | 8 | 47.8 | 14.57 | 47.8 | 14.57 | 13.7 | 4.18 | https://historicbridges.org/missouri/pleasantridgeroad/little_pleasantridgeroad_8509_10_11f_small.jpg | https://historicbridges.org/missouri/pleasantridgeroad/little_pleasantridgeroad_8509_10_11f.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/pleasantridgeroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.673520,-93.946500 | ||||||||||||||
| 5718 | John Deere Road Bridge | This bridge is noted for unusual choice of built-up member design including very simple portal bracing and lightweight verticals. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by John H. Sparks of St. Joseph, Missouri. | 39.678960 | -94.093110 | John Deere Road | Shoal Creek | Rural | Caldwell County, Missouri | Missouri | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 1901 | 1930 | John H. Sparks of St. Joseph, Missouri | 7 | 7 | 120 | 36.58 | 180 | 54.86 | 13.8 | 4.21 | https://historicbridges.org/missouri/johndeere/little_johndeere_8098_099_100v_small.jpg | https://historicbridges.org/missouri/johndeere/little_johndeere_8098_099_100v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/johndeere/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.678960,-94.093110 | |||||||||||
| 5718 | Henkins Ford Bridge | This extremely rare pin-connected Warren through truss has been bypassed and abandoned. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal pin-connected Warren through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 39.673500 | -93.831640 | Catawba Road | Shoal Creek | Rural | Caldwell County, Missouri | Missouri | United States | Metal | Warren | Pin-Connected | Through | Truss | Fixed | 12 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 0 | 1887 | 0 | King Bridge Company of Cleveland, Ohio | 9 | 9 | 125 | 38.1 | 194.8 | 59.38 | 13.8 | 4.21 | https://historicbridges.org/missouri/henkinsford/little_henkinsford_8326_7_8bal_small.jpg | https://historicbridges.org/missouri/henkinsford/little_henkinsford_8326_7_8bal.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/henkinsford/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.673500,-93.831640 | |||||||||||
| 5719 | Santa Fe Street Bridge | This is a railroad bridge that long ago was relocated and reused as a highway over railroad bridge. The technical description of the main or most noteworthy span of the bridge is a 163 ft (49.68 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 39.185550 | -94.196290 | Santa Fe Street | Railroad (BNSF) | Sibley | Jackson County, Missouri | Missouri | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 0 | 1912 | Unknown | 7 | 7 | 163 | 49.68 | 165 | 50.29 | 13.5 | 4.11 | https://historicbridges.org/missouri/santafestreet/little_santafestreet_0487_8_9bal_small.jpg | https://historicbridges.org/missouri/santafestreet/little_santafestreet_0487_8_9bal.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/santafestreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.185550,-94.196290 | ||||||||||||||
| 5720 | Dillon Drive Bridge | This is a small and traditional pony truss on a rural road. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 39.684150 | -94.061870 | Dillon Drive | Mill Creek | Rural | Caldwell County, Missouri | Missouri | United States | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 4 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 0 | 1930 | 0 | Unknown | 4 | 4 | 50 | 15.24 | 58 | 17.68 | 13.5 | 4.11 | https://historicbridges.org/missouri/dillon/little_dillon_8104_small.jpg | https://historicbridges.org/missouri/dillon/little_dillon_8104.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/dillon/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.684150,-94.061870 | |||||||||||
| 5721 | Hulser Road Bridge | Bypassed and abandoned, this bridge stands out as an early bedstead pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal pin-connected Pratt bedstead pony truss, fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. | 39.661120 | -93.974680 | Hulser Road (CR-324) | Tom Creek | Rural | Caldwell County, Missouri | Missouri | United States | Metal | Pratt | Pin-Connected | Bedstead Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1904 | 0 | Canton Bridge Company of Canton, Ohio | 9 | 9 | 60 | 18.29 | 61 | 18.59 | 11.8 | 3.6 | https://historicbridges.org/missouri/hulserroad/little_hulserroad_8668_small.jpg | https://historicbridges.org/missouri/hulserroad/little_hulserroad_8668.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/hulserroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.661120,-93.974680 | ||||||||||||||
| 5722 | 112th Street Bridge | This is a rivet-connected truss bridge, but with connections assembled in the field using bolts to avoid the need to field rivet. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 39.293640 | -93.908550 | 112th Street (CR-248) | Crooked River | Rural | Ray County, Missouri | Missouri | United States | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1913 | 0 | Unknown | 5 | 5 | 80 | 24.38 | 119 | 36.27 | 12.8 | 3.9 | https://historicbridges.org/missouri/ray112th/little_ray112th_9532_3_4bal_small.jpg | https://historicbridges.org/missouri/ray112th/little_ray112th_9532_3_4bal.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/ray112th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.293640,-93.908550 | |||||||||||
| 5723 | US-24 Viaduct | This is the larger of two unusual cantilevered rigid-frame plate girder bridges on this road. The technical description of the main or most noteworthy span of the bridge is a 76.4 ft (23.29 m) metal cantilever rigid-frame, fixed. The bridge was primarily built by M. E. Gillioz of Monett, Missouri. The bridge was primarily designed by Missouri State Highway Commission. | 39.104550 | -94.500290 | US-24 (Winner Road, Independence Avenue) | Winchester Avenue and Railroad (BNSF) | Kansas City | Jackson County, Missouri | Missouri | United States | Metal | Rigid-Frame | Fixed | 0 | Cantilever | 17 | 0 | 0 | 1934 | 1994 | M. E. Gillioz of Monett, Missouri | Missouri State Highway Commission | 7 | 7 | 76.4 | 23.29 | 1243.2 | 378.93 | 42 | 12.8 | https://historicbridges.org/missouri/us24overpass/little_us24overpass_8972_3_4v_small.jpg | https://historicbridges.org/missouri/us24overpass/little_us24overpass_8972_3_4v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/us24overpass/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.104550,-94.500290 | |||||||||||||||
| 5724 | Blue Ridge Boulevard Bridge | This unusual stone arch is hard to miss, and is the oldest and largest known highway stone arch bridge in Missouri. The technical description of the main or most noteworthy span of the bridge is a 69 ft (21.03 m) stone Elliptical deck arch, fixed. The bridge was primarily built by Forrester-Swenson Construction Company of Kansas City, Missouri. The bridge was primarily designed by Oscar Koehler. | 39.092360 | -94.477450 | Blue Ridge Boulevard | MO-12 (Truman Road) | Kansas City | Jackson County, Missouri | Missouri | United States | Stone | Elliptical | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1906 | 0 | Forrester-Swenson Construction Company of Kansas City, Missouri | Oscar Koehler | 7 | 9 | 69 | 21.03 | 86 | 26.21 | 56.4 | 17.19 | https://historicbridges.org/missouri/blueridge/little_blueridge_9032_3_4f_small.jpg | https://historicbridges.org/missouri/blueridge/little_blueridge_9032_3_4f.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/blueridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.092360,-94.477450 | ||||||||||||||
| 5725 | Union Station Bridge | Michael R. Haverty Bridge | This historic railroad truss bridge was relocated and reused as a pedestrian bridge for Union Station. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works). | 39.086360 | -94.586340 | Pedestrian Walkway | Railroad (Kansas City Southern) | Kansas City | Jackson County, Missouri | Missouri | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 2 | 0 | 0 | 1892 | 2006 | A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works) | 7 | 7 | 140 | 42.67 | 250 | 76.2 | 16 | 4.88 | https://historicbridges.org/missouri/unionstation/little_unionstation_7327_small.jpg | https://historicbridges.org/missouri/unionstation/little_unionstation_7327.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/unionstation/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.086360,-94.586340 | |||||||||||||
| 5726 | Paseo Boulevard Bridges | This is a beautiful pair of historic boulevard bridges designed by the noted engineering firm of Harrington, Howard, and Ash. The technical description of the main or most noteworthy span of the bridge is a 63 ft (19.2 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by H. H. Hannenkratt and D. Murno of Kansas City, Missouri. The bridge was primarily designed by Harrington, Howard, and Ash of Kansas City, Missouri. | 38.987010 | -94.566520 | Paseo Boulevard | 77th Street | Kansas City | Jackson County, Missouri | Missouri | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1917 | 1994 | H. H. Hannenkratt and D. Murno of Kansas City, Missouri | Harrington, Howard, and Ash of Kansas City, Missouri | 6 | 6 | 63 | 19.2 | 65 | 19.81 | 28 | 8.53 | https://historicbridges.org/missouri/paseobridge/little_paseobridge_9873_4_5v_small.jpg | https://historicbridges.org/missouri/paseobridge/little_paseobridge_9873_4_5v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/paseobridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.987010,-94.566520 | ||||||||||||||
| 5727 | Cliff Drive Bridge | This is an attractive concrete arch bridge that compliments its park setting. The technical description of the main or most noteworthy span of the bridge is a 77 ft (23.47 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by H. B. Thompson of Kansas City, Missouri. | 39.112540 | -94.548190 | Cliff Drive | Chestnut Trafficway | Kansas City | Jackson County, Missouri | Missouri | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1920 | 0 | H. B. Thompson of Kansas City, Missouri | 6 | 6 | 77 | 23.47 | 82 | 24.99 | 43 | 13.11 | https://historicbridges.org/missouri/cliffdrive/little_cliffdrive_8771_small.jpg | https://historicbridges.org/missouri/cliffdrive/little_cliffdrive_8771.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/cliffdrive/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.112540,-94.548190 | |||||||||||||||
| 5728 | Hillcrest Road Bridge | Although small and deteriorated, this bridge is noteworthy as an early concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Midland Bridge Company of Kansas City, Missouri. | 38.988920 | -94.519460 | Hillcrest Road | Blue River Tributary | Kansas City | Jackson County, Missouri | Missouri | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1906 | 0 | Midland Bridge Company of Kansas City, Missouri | 6 | 6 | 20 | 6.1 | 40 | 12.19 | 19.4 | 5.91 | https://historicbridges.org/missouri/hillcrest/little_hillcrest_0147_small.jpg | https://historicbridges.org/missouri/hillcrest/little_hillcrest_0147.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/hillcrest/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.988920,-94.519460 | |||||||||||||||
| 5729 | Kansas River Railroad Bridges | This is a part of similar yet different railroad truss bridges that sit right next to each other. The technical description of the main or most noteworthy span of the bridge is a 196 ft (59.74 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 39.097940 | -94.612140 | Railroad (Union Pacific) | Kansas River (Kaw River) | Kansas City | Wyandotte County, Kansas | Kansas | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 4 | 0 | 0 | 1900 | 1911 | Unknown | 7 | 7 | 196 | 59.74 | 736 | 224.33 | 0 | 0 | https://historicbridges.org/kansas/upkansasriverbridges/little_upkansasriverbridges_4837_small.jpg | https://historicbridges.org/kansas/upkansasriverbridges/little_upkansasriverbridges_4837.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/upkansasriverbridges/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.097940,-94.612140 | ||||||||||||||
| 5730 | Kansas River Railroad Bridge | Chicago Great Western Railroad Bridge | This impressive multi-span through truss bridge has one more truss span that it had when originally constructed. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. | 39.114000 | -94.614100 | Railroad (Union Pacific) | Kansas River (Kaw River) | Kansas City | Wyandotte County, Kansas | Kansas | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 3 | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 9 | 2 | 1903 | 0 | Pennsylvania Steel Company of Steelton, Pennsylvania | 7 | 7 | 200 | 60.96 | 955 | 291.08 | 0 | 0 | https://historicbridges.org/kansas/upkansasriverbridgenorth/little_upkansasriverbridgenorth_6649_small.jpg | https://historicbridges.org/kansas/upkansasriverbridgenorth/little_upkansasriverbridgenorth_6649.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/upkansasriverbridgenorth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.114000,-94.614100 | |||||||
| 5731 | Kansas City Southern Railroad Bridge | This railroad bridge features impressive and graceful Parker truss spans. The technical description of the main or most noteworthy span of the bridge is a 310 ft (94.49 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Missouri Valley Bridge and Iron Company of Leavenworth, Kansas. The bridge was primarily designed by Waddell and Son of Kansas City, Missouri. | 39.106470 | -94.617400 | Railroad (Kansas City Southern) | Kansas River (Kaw River) | Kansas City | Wyandotte County, Kansas | Kansas | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 11 | 2 | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 0 | 2 | 1916 | 0 | Missouri Valley Bridge and Iron Company of Leavenworth, Kansas | Waddell and Son of Kansas City, Missouri | 7 | 7 | 310 | 94.49 | 810 | 246.89 | 0 | 0 | https://historicbridges.org/kansas/kcsbridge/little_kcsbridge_5380_small.jpg | https://historicbridges.org/kansas/kcsbridge/little_kcsbridge_5380.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/kcsbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.106470,-94.617400 | |||||||
| 5732 | 13th Street Bridge | This bridge currently crosses a trail, but likely originally crossed a creek that appears to have been relocated. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 39.128416 | -94.643001 | 13th Street | Pedestrian Walkway | Kansas City | Wyandotte County, Kansas | Kansas | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/kansas/13thstreetarch/little_13thstreetarch_2924_small.jpg | https://historicbridges.org/kansas/13thstreetarch/little_13thstreetarch_2924.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/13thstreetarch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.128416,-94.643001 | |||||||||||||||
| 5733 | Westheight Park Bridges | Westheight Park has this pair of small, identical foot bridges with ornamental details. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 39.123290 | -94.652940 | Pedestrian Walkway | Jersey Creek | Kansas City | Wyandotte County, Kansas | Kansas | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 0 | 0 | 22.2 | 6.77 | 0 | 0 | https://historicbridges.org/kansas/westheightpark/little_westheightpark_2972_small.jpg | https://historicbridges.org/kansas/westheightpark/little_westheightpark_2972.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/westheightpark/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.123290,-94.652940 | |||||||||||||||
| 5734 | Shawnee Road Bridge | Shawnee Street Overpass | This is an uncommon example of a relatively short-span riveted steel deck arch bridge, and the only such bridge in Kansas. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal hingeless Solid Ribbed deck arch, fixed. The bridge was primarily built by Kansas City Structural Steel Company of Kansas City, Kansas. | 39.071800 | -94.620940 | Shawnee Road | 7th Street Trafficway (US-169) | Kansas City | Wyandotte County, Kansas | Kansas | United States | Metal | Solid Ribbed | Hingeless | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1934 | 2013 | Kansas City Structural Steel Company of Kansas City, Kansas | 6 | 8 | 90 | 27.43 | 94 | 28.65 | 24 | 7.32 | https://historicbridges.org/kansas/shawneeroad/little_shawneeroad_3336_7_8bal_small.jpg | https://historicbridges.org/kansas/shawneeroad/little_shawneeroad_3336_7_8bal.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/shawneeroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.071800,-94.620940 | |||||||||||||
| 5736 | Parkwood Park Bridge | This unusual concrete arch bridge forms a visual centerpiece for Parkwood Park. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 39.136956 | -94.633478 | Pedestrian Walkway | Depression | Kansas City | Wyandotte County, Kansas | Kansas | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/kansas/parkwoodpark/little_parkwoodpark_2870_small.jpg | https://historicbridges.org/kansas/parkwoodpark/little_parkwoodpark_2870.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/parkwoodpark/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.136956,-94.633478 | |||||||||||||||
| 5737 | 185th East Avenue Bridge | This is a very rare example of a Kingpost truss bridge. The technical description of the main or most noteworthy span of the bridge is a 38 ft (11.58 m) metal pin-connected Kingpost pony truss, fixed. The bridge was primarily built by Unknown. | 35.986080 | -95.770580 | 185th East Avenue | Broken Arrow Creek | Broken Arrow | Tulsa County, Oklahoma | Oklahoma | United States | Metal | Kingpost | Pin-Connected | Pony | Truss | Fixed | 2 | 1 | 0 | 0 | 0 | 1940 | Unknown | 8 | 9 | 38 | 11.58 | 40 | 12.19 | 15.7 | 4.79 | https://historicbridges.org/oklahoma/185th/little_185th_1333_4_5bal_small.jpg | https://historicbridges.org/oklahoma/185th/little_185th_1333_4_5bal.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/185th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.986080,-95.770580 | ||||||||||||||
| 5738 | North 4030 Road Bridge | Bypassed and abandoned, this is an outstanding bedstead truss bridge of relatively long span length. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal pin-connected Pratt bedstead pony truss, fixed. The bridge was primarily built by Rochester Bridge Company of Rochester, Indiana. | 36.501560 | -95.830650 | North 4030 Road | Buck Creek | Rural | Washington County, Oklahoma | Oklahoma | United States | Metal | Pratt | Pin-Connected | Bedstead Pony | Truss | Fixed | 5 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1915 | 0 | Rochester Bridge Company of Rochester, Indiana | 8 | 8 | 75 | 22.86 | 115 | 35.05 | 15 | 4.57 | https://historicbridges.org/oklahoma/washington4030/little_washington4030_0115_6_7ur_small.jpg | https://historicbridges.org/oklahoma/washington4030/little_washington4030_0115_6_7ur.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/washington4030/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.501560,-95.830650 | |||||||||||
| 5739 | Kellogg Bridge | This rare bedstead truss bridge was relocated and preserved on the grounds of ODOT. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal pin-connected Pratt bedstead pony truss, fixed. The bridge was primarily built by Rochester Bridge Company of Rochester, Indiana. Special note about bridge location: The previous location of this bridge in Washington County is estimated to be at 36.873062, -95.823497. | 36.210840 | -95.852620 | Pedestrian Walkway | Small Lagoon | Tulsa | Tulsa County, Oklahoma | Oklahoma | United States | The previous location of this bridge in Washington County is estimated to be at 36.873062, -95.823497. | Metal | Pratt | Pin-Connected | Bedstead Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1915 | 2005 | Rochester Bridge Company of Rochester, Indiana | 8 | 8 | 50 | 15.24 | 51 | 15.54 | 15.7 | 4.79 | https://historicbridges.org/oklahoma/kellogg/little_kellogg_0343_4_5v_small.jpg | https://historicbridges.org/oklahoma/kellogg/little_kellogg_0343_4_5v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/kellogg/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.210840,-95.852620 | |||||||||||||
| 5740 | H. Tom Kight Jr. Bridge | This bridge continues to carry eastbound traffic while the older westbound truss bridge was replaced with the truss spans used as nearby decorations. The technical description of the main or most noteworthy span of the bridge is a 212 ft (64.62 m) metal rivet-connected K-Parker through truss, fixed. The bridge was primarily built by M. E. Gillioz of Monett, Missouri. The bridge was primarily designed by Oklahoma Highway Commission. | 36.208980 | -95.724590 | OK-66 Eastbound (Historic US-66) | Bird Creek | Catoosa | Rogers County, Oklahoma | Oklahoma | United States | Metal | K-Parker | Rivet-Connected | Through | Truss | Fixed | 10 | 3 | Metal | Camelback | Rivet-Connected | Pony | Truss | Fixed | 5 | 3 | 1956 | 1979 | M. E. Gillioz of Monett, Missouri | Oklahoma Highway Commission | 6 | 6 | 212 | 64.62 | 824.8 | 251.4 | 30 | 9.14 | https://historicbridges.org/oklahoma/ok66birdcreekbridge/little_ok66birdcreekbridges_1213_small.jpg | https://historicbridges.org/oklahoma/ok66birdcreekbridge/little_ok66birdcreekbridges_1213.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/ok66birdcreekbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.208980,-95.724590 | |||||||
| 5741 | Bird Creek Bridge Truss Display | The truss spans of this bridge, which was replaced, were placed as decorations at two different nearby locations. The technical description of the main or most noteworthy span of the bridge is a 212 ft (64.62 m) metal rivet-connected K-Parker through truss, fixed. The bridge was primarily built by M. E. Gillioz of Monett, Missouri. The bridge was primarily designed by Oklahoma Highway Commission. Special note about bridge location: This map shows the location of the spans open to the public. Additional spans are on private property at 36.20711 -95.72684 but are visible from public roads. | 36.211690 | -95.722340 | Formerly OK-66 Westbound (Historic US-66) | Formerly Bird Creek | Catoosa | Rogers County, Oklahoma | Oklahoma | United States | This map shows the location of the spans open to the public. Additional spans are on private property at 36.20711 -95.72684 but are visible from public roads. | Metal | K-Parker | Rivet-Connected | Through | Truss | Fixed | 10 | 3 | Metal | Camelback | Rivet-Connected | Pony | Truss | Fixed | 5 | 3 | 1936 | 2011 | M. E. Gillioz of Monett, Missouri | Oklahoma Highway Commission | 6 | 6 | 212 | 64.62 | 824.8 | 251.4 | 24 | 7.32 | https://historicbridges.org/oklahoma/ok66birdcreekbridge2/little_ok66birdcreekbridges_0733_4_5bal_small.jpg | https://historicbridges.org/oklahoma/ok66birdcreekbridge2/little_ok66birdcreekbridges_0733_4_5bal.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/ok66birdcreekbridge2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.211690,-95.722340 | ||||||
| 5742 | Strang Bridge | Bypassed and abandoned, this is a late but rare surviving multi-span pin-connected through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 177 ft (53.95 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Vincennes Bridge Company of Vincennes, Indiana. | 36.409240 | -95.160280 | Strang Road | Lake Hudson (Neosho River) | Rural | Mayes County, Oklahoma | Oklahoma | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 9 | 4 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1922 | 1963 | Vincennes Bridge Company of Vincennes, Indiana | 8 | 9 | 177 | 53.95 | 818 | 249.33 | 15 | 4.57 | https://historicbridges.org/oklahoma/strang/little_strang_9466_small.jpg | https://historicbridges.org/oklahoma/strang/little_strang_9466.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/strang/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.409240,-95.160280 | |||||||||||
| 5744 | John Zink Park Bridge | This park footbridge has the hallmarks of a bridge that is composed of salvaged and reused riveted roof trusses from a building. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Bowstring through truss, fixed. The bridge was primarily built by Unknown. | 36.364740 | -95.992620 | Pedestrian Walkway | Bird Creek Tributary | Skiatook | Tulsa County, Oklahoma | Oklahoma | United States | Metal | Bowstring | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/oklahoma/johnzinkpark/little_johnzinkpark_4493_small.jpg | https://historicbridges.org/oklahoma/johnzinkpark/little_johnzinkpark_4493.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/johnzinkpark/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.364740,-95.992620 | ||||||||||||||
| 5745 | 5th Street Bridge | This is a small riveted pony truss next to a park, with the least number of panels a full slope pony truss can have. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 36.365640 | -95.992810 | 5th Street (E0450) | Bird Creek Tributary | Skiatook | Tulsa County, Oklahoma | Oklahoma | United States | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1920 | 0 | Unknown | 4 | 4 | 60 | 18.29 | 67 | 20.42 | 24 | 7.32 | https://historicbridges.org/oklahoma/skiatook/little_skiatook_4328_29_30ur_small.jpg | https://historicbridges.org/oklahoma/skiatook/little_skiatook_4328_29_30ur.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/skiatook/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.365640,-95.992810 | ||||||||||||||
| 5746 | Gregory Boulevard Bridge | 71st Street Bridge | This noted work of J.A.L. Waddell design is nearly impossible to view when leaves are on the trees. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Horton Concrete Construction Company. The bridge was primarily designed by Waddell and Son of Kansas City, Missouri. | 38.996790 | -94.529410 | Gregory Boulevard | Big Blue River | Kansas City | Jackson County, Missouri | Missouri | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 7 | 0 | 0 | 1917 | 1984 | Horton Concrete Construction Company | Waddell and Son of Kansas City, Missouri | 7 | 7 | 140 | 42.67 | 700 | 213.36 | 44 | 13.41 | https://historicbridges.org/missouri/gregory/little_gregory_9942_3_4d_small.jpg | https://historicbridges.org/missouri/gregory/little_gregory_9942_3_4d.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/gregory/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.996790,-94.529410 | |||||||||||||
| 5747 | Broadway-Woodswether Viaduct | This 1950s viaduct winds its way under the larger Broadway Bridge. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal stringer (multi-beam), fixed. The bridge was primarily built by George Bennett Construction Company. The bridge was primarily designed by Howard, Needles, Tammen and Bergendorff of Kansas City, Missouri. | 39.109800 | -94.589840 | Woodswether Road | Railroad (Union Pacific) | Kansas City | Jackson County, Missouri | Missouri | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 6 | 0 | 0 | 1951 | 0 | George Bennett Construction Company | Howard, Needles, Tammen and Bergendorff of Kansas City, Missouri | 3 | 3 | 120 | 36.58 | 500 | 152.4 | 30 | 9.14 | https://historicbridges.org/missouri/broadwaywoodswether/little_broadwaywoodswether_7751_2_3ur_small.jpg | https://historicbridges.org/missouri/broadwaywoodswether/little_broadwaywoodswether_7751_2_3ur.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/broadwaywoodswether/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.109800,-94.589840 | ||||||||||||||||
| 5748 | Lake of the Woods Bridge | This is a small stone-faced concrete arch bridge that enhances its park setting. The technical description of the main or most noteworthy span of the bridge is a concrete (stone faced) deck arch, fixed. The bridge was primarily built by Unknown. | 38.996110 | -94.520610 | Gregory Boulevard | Lake of the Woods Spillway | Kansas City | Jackson County, Missouri | Missouri | United States | Concrete (Stone Faced) | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/missouri/lakeofthewoods/little_lakeofthewoods_0105_small.jpg | https://historicbridges.org/missouri/lakeofthewoods/little_lakeofthewoods_0105.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/lakeofthewoods/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.996110,-94.520610 | ||||||||||||||||
| 5749 | Lexington Avenue Bridge | This high level plate girder bridge is the oldest known highway bridge of this type in Missouri. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) metal deck girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Waddell and Hedrick of Kansas City, Missouri. | 39.110890 | -94.548280 | Lexington Avenue | Chestnut Trafficway | Kansas City | Jackson County, Missouri | Missouri | United States | Metal | Deck | Girder | Fixed | 0 | 7 | 0 | 0 | 1901 | 0 | Unknown | Waddell and Hedrick of Kansas City, Missouri | 7 | 7 | 65 | 19.81 | 386 | 117.65 | 42.7 | 13.01 | https://historicbridges.org/missouri/lexingtonviaduct/little_lexingtonviaduct_8570_1_2f_small.jpg | https://historicbridges.org/missouri/lexingtonviaduct/little_lexingtonviaduct_8570_1_2f.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/lexingtonviaduct/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.110890,-94.548280 | |||||||||||||||
| 5750 | Crooked River Railroad Bridge | This is a traditionally composed pin-connected railroad through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 39.262360 | -93.855730 | Railroad (BNSF) | Crooked River | Rural | Ray County, Missouri | Missouri | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1910 | 0 | American Bridge Company of New York, New York | 7 | 7 | 150 | 45.72 | 290 | 88.39 | 0 | 0 | https://historicbridges.org/missouri/bnsfcrookedriver/little_bnsfcrookedriver_9895_small.jpg | https://historicbridges.org/missouri/bnsfcrookedriver/little_bnsfcrookedriver_9895.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/bnsfcrookedriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.262360,-93.855730 | ||||||||||||||
| 5751 | Buffalo Road Bridge | This traditionally composed pin-connected Pratt through truss is located in an area that floods often. The technical description of the main or most noteworthy span of the bridge is a 119 ft (36.27 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Kansas City Bridge Company of Kansas City, Missouri. | 39.257720 | -93.856460 | Buffalo Road | Crooked River | Rural | Ray County, Missouri | Missouri | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1908 | 0 | Kansas City Bridge Company of Kansas City, Missouri | 7 | 7 | 119 | 36.27 | 159 | 48.46 | 11.2 | 3.41 | https://historicbridges.org/missouri/buffaloroad/little_buffaloroad_0037_small.jpg | https://historicbridges.org/missouri/buffaloroad/little_buffaloroad_0037.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/buffaloroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.257720,-93.856460 | |||||||||||
| 5752 | Bonanza Bridge | This very old and rare Whipple truss was placed on the ground as a non-functional exhibit when it was replaced. The technical description of the main or most noteworthy span of the bridge is a 187 ft (57 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Unknown. | 39.642750 | -93.972580 | Bonanza Road | Shoal Creek | Rural | Caldwell County, Missouri | Missouri | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 11 | 1 | 0 | 0 | 1883 | 1995 | Unknown | 8 | 8 | 187 | 57 | 187 | 57 | 14 | 4.27 | https://historicbridges.org/missouri/bonanza/little_bonanza_8830_1_2ur_small.jpg | https://historicbridges.org/missouri/bonanza/little_bonanza_8830_1_2ur.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/bonanza/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.642750,-93.972580 | ||||||||||||||
| 5753 | ! | Granite Avenue Bridge | This is an uncommon example of a pin-connected Camelback truss bridge. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by John Dildine Bridge Company of Cameron, Missouri. | 40.046700 | -94.115860 | Granite Avenue (CR-359) | Big Creek | Rural | Daviess County, Missouri | Missouri | United States | Metal | Camelback | Pin-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 1910 | 0 | John Dildine Bridge Company of Cameron, Missouri | 7 | 8 | 160 | 48.77 | 180 | 54.86 | 15.7 | 4.79 | https://historicbridges.org/missouri/graniteavenue/little_graniteavenue_7603_small.jpg | https://historicbridges.org/missouri/graniteavenue/little_graniteavenue_7603.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/graniteavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.046700,-94.115860 | ||||||||||
| 5754 | Bee Creek Boulevard Bridge | This is one of several examples of this unusual truss bridge style built in both Kansas and Missouri. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Camelback pony truss, fixed. The bridge was primarily built by Unknown. | 39.418820 | -94.819510 | Bee Creek Boulevard | Bee Creek | Rural | Platte County, Missouri | Missouri | United States | Metal | Camelback | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 1940 | 1987 | Unknown | 7 | 7 | 100 | 30.48 | 103 | 31.39 | 20 | 6.1 | https://historicbridges.org/missouri/beecreekblvd/little_beecreekblvd_1150_small.jpg | https://historicbridges.org/missouri/beecreekblvd/little_beecreekblvd_1150.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/beecreekblvd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.418820,-94.819510 | ||||||||||||||
| 5755 | Daugherty Road Bridge | This is one of several examples of this unusual truss bridge style built in both Kansas and Missouri. The technical description of the main or most noteworthy span of the bridge is a 78 ft (23.77 m) metal rivet-connected Camelback pony truss, fixed. The bridge was primarily built by Unknown. | 39.289180 | -93.951480 | Daugherty Road | West Fork Crooked River | Rural | Ray County, Missouri | Missouri | United States | Metal | Camelback | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1925 | 0 | Unknown | 6 | 6 | 78 | 23.77 | 78 | 23.77 | 13.8 | 4.21 | https://historicbridges.org/missouri/daugherty/little_daugherty_9355_6_7bal_small.jpg | https://historicbridges.org/missouri/daugherty/little_daugherty_9355_6_7bal.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/daugherty/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.289180,-93.951480 | ||||||||||||||
| 5756 | Frisco Bridge | Memphis Bridge | The Frisco Bridge is the crowning achievement of a great engineer, and one of the oldest and largest cantilever truss bridges in the world. The technical description of the main or most noteworthy span of the bridge is a 790.4 ft (240.91 m) metal cantilever pin-connected Baltimore through truss, fixed. The bridge was primarily built by Baird Brothers of Pittsburgh, Pennsylvania. The bridge was primarily designed by George Shattuck Morison. | 35.128600 | -90.076210 | Railroad (BNSF) | Mississippi River | Memphis | Shelby County, Tennessee and Crittenden County, Arkansas | Tennessee and Arkansas | United States | Metal | Baltimore | Pin-Connected | Through | Truss | Fixed | 28 | Cantilever | 4 | Metal | Warren | Pin-Connected | Deck | Truss | Fixed | 12 | 0 | 1892 | 2016 | Baird Brothers of Pittsburgh, Pennsylvania | George Shattuck Morison | 10 | 10 | 790.4 | 240.91 | 4988 | 1520.34 | 30 | 9.14 | https://historicbridges.org/tennessee/friscobridge/little_friscobridge_3060_1_2bal_small.jpg | https://historicbridges.org/tennessee/friscobridge/little_friscobridge_3060_1_2bal.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/friscobridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.128600,-90.076210 | |||||
| 5757 | Eads Bridge | This famous and nationally significant historic bridge is noted for its age, record-breaking size, and unusual design. The technical description of the main or most noteworthy span of the bridge is a 520 ft (158.5 m) metal Braced Ribbed deck arch, fixed. The bridge was primarily built by Kelly-Atkinson Construction Company of Chicago, Illinois. The bridge was primarily designed by James Eads. | 38.628930 | -90.178890 | Washington Avenue (Riverpark Drive) and Railroad (MetroLink) | Mississippi River and Various Streets and Railroads | St. Louis and East St. Louis | St. Louis City, Missouri and St. Clair County, Illinois | Missouri and Illinois | United States | Metal | Braced Ribbed | Deck | Arch | Fixed | 0 | 3 | Stone | Semicircular | Deck | Arch | Fixed | 0 | 84 | 1874 | 2015 | Kelly-Atkinson Construction Company of Chicago, Illinois | James Eads | 10 | 10 | 520 | 158.5 | 4007 | 1221.33 | 46 | 14.02 | https://historicbridges.org/missouri/eads/little_eads_9057_small.jpg | https://historicbridges.org/missouri/eads/little_eads_9057.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/eads/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.628930,-90.178890 | |||||||||
| 5758 | Harahan Bridge | Big River Crossing | This nationally significant bridge is unique for its location next to two other bridges and for its former highway deck converted for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 790.4 ft (240.91 m) metal cantilever multiple-type-connected Baltimore through truss, fixed. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. The bridge was primarily designed by Ralph Modjeski. | 35.129090 | -90.075680 | Railroad (Union Pacific) and Big River Crossing | Mississippi River | Memphis | Shelby County, Tennessee and Crittenden County, Arkansas | Tennessee and Arkansas | United States | Metal | Baltimore | Multiple-Type-Connected | Through | Truss | Fixed | 26 | Cantilever | 4 | Metal | Inverted Bowstring | Pin-Connected | Deck | Truss | Fixed | 10 | 0 | 1916 | 2016 | Pennsylvania Steel Company of Steelton, Pennsylvania | Ralph Modjeski | 9 | 9 | 790.4 | 240.91 | 4973 | 1515.77 | 0 | 0 | https://historicbridges.org/tennessee/harahanbridge/little_harahanbridge_2181_2_3bal_small.jpg | https://historicbridges.org/tennessee/harahanbridge/little_harahanbridge_2181_2_3bal.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/harahanbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.129090,-90.075680 | |||||
| 5759 | ! | Memphis and Arkansas Bridge | This is the newest of a unique trio of historic cantilever truss bridges that are located side by side. The technical description of the main or most noteworthy span of the bridge is a 790.4 ft (240.91 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by Virginia Bridge and Iron Company of Roanoke, Virginia. The bridge was primarily designed by Modjeski and Masters. | 35.128170 | -90.076750 | I-55 | Mississippi River | Memphis | Shelby County, Tennessee and Crittenden County, Arkansas | Tennessee and Arkansas | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 22 | Cantilever | 5 | Metal | Deck | Girder | Fixed | 0 | 27 | 1949 | 0 | Virginia Bridge and Iron Company of Roanoke, Virginia | Modjeski and Masters | 8 | 8 | 790.4 | 240.91 | 5222.4 | 1591.79 | 51.8 | 15.79 | https://historicbridges.org/tennessee/memphisandarkansasbridge/little_memphisandarkansasbridge_2937_small.jpg | https://historicbridges.org/tennessee/memphisandarkansasbridge/little_memphisandarkansasbridge_2937.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/memphisandarkansasbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.128170,-90.076750 | |||||||
| 5760 | Martin Luther King Bridge | Veterans Memorial Bridge | This bridge is noted for the length of its central cantilever truss span, and includes a separate approach through truss bridge in Illinois. The technical description of the main or most noteworthy span of the bridge is a 962 ft (293.22 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by J. Howard, Inc. of Chicago, Illinois. The bridge was primarily designed by Hazelet and Erdal of Chicago, Illinois, George A. Maney, and Charles Alton Ellis. | 38.630960 | -90.178410 | MO-799 S (Historic US-66) | Mississippi River and Various Streets and Railroads | St. Louis and East St. Louis | St. Louis City, Missouri and St. Clair County, Illinois | Missouri and Illinois | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 24 | Cantilever | 3 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 8 | 31 | 1951 | 1988 | J. Howard, Inc. of Chicago, Illinois | Hazelet and Erdal of Chicago, Illinois, George A. Maney, and Charles Alton Ellis | 8 | 8 | 962 | 293.22 | 4010 | 1222.25 | 38 | 11.58 | https://historicbridges.org/missouri/mlk/little_mlk_8982_small.jpg | https://historicbridges.org/missouri/mlk/little_mlk_8982.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/mlk/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.630960,-90.178410 | |||||
| 5761 | Cotter Bridge | This is the most significant and visually impressive Marsh type rainbow arch bridge ever built, and the most significant historic concrete bridge in Arkansas. The technical description of the main or most noteworthy span of the bridge is a 216 ft (65.84 m) concrete marsh (standard) Rainbow through arch, fixed. The bridge was primarily built by Bateman Contracting Company of Nashville, Tennessee. The bridge was primarily designed by Marsh Engineering Company of Des Moines, Iowa. | 36.267290 | -92.544330 | US-62B | White River and Railroad (Missouri and North Arkansas) | Cotter | Baxter County, Arkansas and Marion County, Arkansas | Arkansas | United States | Concrete | Rainbow | Marsh (Standard) | Through | Arch | Fixed | 0 | 6 | Concrete | T-Beam | Fixed | 0 | 12 | 1930 | 2004 | Bateman Contracting Company of Nashville, Tennessee | Marsh Engineering Company of Des Moines, Iowa | 10 | 10 | 216 | 65.84 | 1805 | 550.16 | 24 | 7.32 | https://historicbridges.org/arkansas/cotter/little_cotter_1378_small.jpg | https://historicbridges.org/arkansas/cotter/little_cotter_1378.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=arkansas/cotter/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.267290,-92.544330 | ||||||||||
| 5763 | Tioga Bridge | White County Bridge 298 | This rare multi-span Whipple truss is one of the finest examples of this bridge type in Indiana. The technical description of the main or most noteworthy span of the bridge is a 225 ft (68.58 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. The bridge was primarily designed by Craven Smith. | 40.731620 | -86.754660 | Tioga Road | Tippecanoe River | Monticello | Carroll County, Indiana and White County, Indiana | Indiana | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 15 | 2 | 0 | 0 | 1890 | 2011 | Wrought Iron Bridge Company of Canton, Ohio | Craven Smith | 9 | 9 | 225 | 68.58 | 453 | 138.07 | 14.4 | 4.39 | https://historicbridges.org/indiana/tiogabridge/little_tiogabridge_6659_small.jpg | https://historicbridges.org/indiana/tiogabridge/little_tiogabridge_6659.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/tiogabridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.731620,-86.754660 | ||||||||||||
| 5764 | Shawnee Bridge | Warren County Bridge 36 | This is a large and early rivet-connected highway truss in Indiana with an uncommon truss configuration and attractive ornamentation. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Attica Bridge Company of Attica, Indiana. The bridge was primarily designed by Wilmer H. Gemmer. | 40.254800 | -87.299650 | CR-100 East (CR-200 East) | Wabash River | Rural | Warren County, Indiana and Fountain County, Indiana | Indiana | United States | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 5 | 0 | 0 | 1905 | 1980 | Attica Bridge Company of Attica, Indiana | Wilmer H. Gemmer | 8 | 9 | 160 | 48.77 | 810 | 246.89 | 20.7 | 6.31 | https://historicbridges.org/indiana/shawneebridge/little_shawneebridge_7607_small.jpg | https://historicbridges.org/indiana/shawneebridge/little_shawneebridge_7607.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/shawneebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.254800,-87.299650 | ||||||||||||
| 5765 | Big Jim Bridge | Montgomery County Bridge 49, Blair Ford Bridge | This rare cast and wrought iron bowstring truss bridge is a beautiful centerpiece to this park area. The technical description of the main or most noteworthy span of the bridge is a 87 ft (26.52 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 39.827480 | -86.186880 | Indianapolis Greenways | Central Canal | Indianapolis | Marion County, Indiana | Indiana | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Pony | Truss | Fixed | 9 | 1 | 0 | 0 | 1873 | 0 | King Bridge Company of Cleveland, Ohio | 9 | 9 | 87 | 26.52 | 90 | 27.43 | 16 | 4.88 | https://historicbridges.org/indiana/bigjimbridge/little_bigjimbridge_1976_small.jpg | https://historicbridges.org/indiana/bigjimbridge/little_bigjimbridge_1976.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/bigjimbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.827480,-86.186880 | |||||||||||||
| 5766 | Potawatomi Park Bridge | Jasper County Bridge 735 | This relocated and preserved bridge is one of only a handful of rare Rezner patent bowstring bridges in the country. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by Ohio Bridge Company of Cleveland, Ohio. The bridge was primarily designed by William Rezner of Cleveland, Ohio. | 40.935530 | -87.154300 | Pedestrian Walkway | Iroquois River | Rensselaer | Jasper County, Indiana | Indiana | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1871 | 2012 | Ohio Bridge Company of Cleveland, Ohio | William Rezner of Cleveland, Ohio | 9 | 9 | 50 | 15.24 | 0 | 0 | 0 | 0 | https://historicbridges.org/indiana/reznerbowstring/little_reznerbowstring_7181_small.jpg | https://historicbridges.org/indiana/reznerbowstring/little_reznerbowstring_7181.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/reznerbowstring/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.935530,-87.154300 | ||||||||||||
| 5767 | Business US-31 Bridge | Miami County Bridge 159 | This is an impressive and attractive example of a state-designed highway truss bridge. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Indiana State Highway Commission. | 40.742360 | -86.096540 | Business US-31 (Blue Star Highway) | Wabash River | Peru | Miami County, Indiana | Indiana | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 9 | 3 | 0 | 0 | 1939 | 1988 | Unknown | Indiana State Highway Commission | 6 | 6 | 200 | 60.96 | 610 | 185.93 | 29 | 8.84 | https://historicbridges.org/indiana/peru/little_peru_4895_small.jpg | https://historicbridges.org/indiana/peru/little_peru_4895.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/peru/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.742360,-86.096540 | ||||||||||||
| 5768 | Peru Railroad Bridge | This attractive riveted railroad bridge was repurposed as a pedestrian crossing. The technical description of the main or most noteworthy span of the bridge is a 135 ft (41.15 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 40.742070 | -86.095640 | Railroad (Nickel Plate Trail Rail-Trail) | Wabash River | Peru | Miami County, Indiana | Indiana | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 3 | Metal | Deck | Girder | Fixed | 0 | 4 | 1940 | 2012 | Unknown | 6 | 6 | 135 | 41.15 | 587 | 178.92 | 0 | 0 | https://historicbridges.org/indiana/perurr/little_perurr_4577_small.jpg | https://historicbridges.org/indiana/perurr/little_perurr_4577.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/perurr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.742070,-86.095640 | ||||||||||
| 5769 | Denniston Bridge | Miami County Bridge 63 | This early and nicely ornamented Pratt truss is one of the finest examples of this once-common type in the area. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. | 40.814130 | -86.156800 | CR-440 West | Eel River | Rural | Miami County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 2 | 0 | 0 | 1883 | 0 | Massillon Bridge Company of Massillon, Ohio | 7 | 8 | 120 | 36.58 | 243 | 74.07 | 17.7 | 5.39 | https://historicbridges.org/indiana/dennistonbridge/little_dennistonbridge_4124_small.jpg | https://historicbridges.org/indiana/dennistonbridge/little_dennistonbridge_4124.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/dennistonbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.814130,-86.156800 | |||||||||||||
| 5770 | Lye Creek Bridge | Montgomery County Bridge 57 | This is one of the oldest and most impressive examples of a rare bedstead truss bridge in the country. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal pin-connected Pratt bedstead pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 39.855020 | -86.160240 | Indianapolis Greenways | Central Canal | Indianapolis | Marion County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Bedstead Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1879 | 2000 | Wrought Iron Bridge Company of Canton, Ohio | 9 | 10 | 70 | 21.34 | 77 | 23.47 | 16 | 4.88 | https://historicbridges.org/indiana/lyecreekbridge/little_lyecreekbridge_1610_small.jpg | https://historicbridges.org/indiana/lyecreekbridge/little_lyecreekbridge_1610.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/lyecreekbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.855020,-86.160240 | |||||||||||||
| 5771 | Jewettsport Ford Bridge | State Highway Bridge 4016 | This bridge is a rare example of a fairly long one-lane truss bridge, and it is also a good example of how such a bridge can serve two-way traffic safely. The technical description of the main or most noteworthy span of the bridge is a 158 ft (48.16 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Central States Bridge Company of Indianapolis, Indiana. The bridge was primarily designed by Lafayette Engineering Company of Lafayette, Indiana. | 40.495550 | -86.823320 | IN-225 | Wabash River | Near Battle Ground | Tippecanoe County, Indiana | Indiana | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 8 | 4 | 0 | 0 | 1912 | 1989 | Central States Bridge Company of Indianapolis, Indiana | Lafayette Engineering Company of Lafayette, Indiana | 7 | 7 | 158 | 48.16 | 642 | 195.68 | 14.4 | 4.39 | https://historicbridges.org/indiana/in225/little_in225_9881_2_3bal_small.jpg | https://historicbridges.org/indiana/in225/little_in225_9881_2_3bal.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/in225/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.495550,-86.823320 | ||||||||||||
| 5772 | Butler Bridge | Miami County Bridge 54 | This is a classic Pratt truss bridge with attractive portal bracing and has been closed to traffic. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Pan American Bridge Company of New Castle, Indiana. | 40.904770 | -85.965860 | CR-950 North | Eel River | Rural | Miami County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 2 | 0 | 0 | 1903 | 1982 | Pan American Bridge Company of New Castle, Indiana | 7 | 7 | 140 | 42.67 | 286 | 87.17 | 17 | 5.18 | https://historicbridges.org/indiana/butlerbridge/little_butlerbridge_3692_small.jpg | https://historicbridges.org/indiana/butlerbridge/little_butlerbridge_3692.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/butlerbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.904770,-85.965860 | |||||||||||||
| 5773 | Bachelor Run Bridge | Carroll County Bridge 153 | This is a very small and unusual skewed pony truss bridge with very lightweight truss members. The technical description of the main or most noteworthy span of the bridge is a 20.3 ft (6.19 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 40.510560 | -86.444180 | CR-250 S | Bachelor Run | Rural | Carroll County, Indiana | Indiana | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 1910 | 0 | Unknown | 6 | 6 | 20.3 | 6.19 | 25 | 7.62 | 15.4 | 4.69 | https://historicbridges.org/indiana/bachelorrunbridge/little_bachelorrunbridge_1340_small.jpg | https://historicbridges.org/indiana/bachelorrunbridge/little_bachelorrunbridge_1340.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/bachelorrunbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.510560,-86.444180 | |||||||||||||
| 5775 | IN-75 Bridge | Cutler Bridge, State Highway Bridge 3653 | This is a well-preserved example of a state highway Parker truss in Indiana noted for its arched portal bracing. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by R. L. Schutt of Indianapolis, Indiana. | 40.481860 | -86.530070 | IN-75 | Wildcat Creek | Rural | Carroll County, Indiana | Indiana | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 1948 | 2001 | R. L. Schutt of Indianapolis, Indiana | 7 | 7 | 175 | 53.34 | 240 | 73.15 | 28 | 8.53 | https://historicbridges.org/indiana/in75/little_in75_1268_small.jpg | https://historicbridges.org/indiana/in75/little_in75_1268.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/in75/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.481860,-86.530070 | ||||||||||
| 5776 | High Bridge | Warren County Bridge 45 | This very unusual high level highway half-deck or railing height truss bridge has been nicely preserved. The technical description of the main or most noteworthy span of the bridge is a 129.6 ft (39.5 m) metal rivet-connected Pratt railing height truss, fixed. The bridge was primarily built by E. G. Jarrell of Muncie, Indiana. The bridge was primarily designed by Otus K. Albright. | 40.380900 | -87.124190 | CR-450 North | Little Pine Creek | Rural | Warren County, Indiana | Indiana | United States | Metal | Pratt | Rivet-Connected | Railing Height | Truss | Fixed | 8 | 4 | 0 | 0 | 1927 | 2009 | E. G. Jarrell of Muncie, Indiana | Otus K. Albright | 8 | 8 | 129.6 | 39.5 | 432 | 131.67 | 18 | 5.49 | https://historicbridges.org/indiana/highbridgewarren/little_highbridgewarren_9572_3_4bal_small.jpg | https://historicbridges.org/indiana/highbridgewarren/little_highbridgewarren_9572_3_4bal.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/highbridgewarren/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.380900,-87.124190 | ||||||||||||
| 5777 | Xenia Bridge | Carroll County Bridge 25 | This riveted truss bridge was relocated here many decades ago. The technical description of the main or most noteworthy span of the bridge is a 144.7 ft (44.1 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by E. R. Campbell of Sandborn, Indiana. The bridge was primarily designed by Indiana State Highway Commission. | 40.473100 | -86.587510 | Prince William Road | Wildcat Creek | Rural | Carroll County, Indiana | Indiana | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1931 | 2006 | E. R. Campbell of Sandborn, Indiana | Indiana State Highway Commission | 6 | 6 | 144.7 | 44.1 | 155 | 47.24 | 21.7 | 6.61 | https://historicbridges.org/indiana/princewilliamroad/little_princewilliamroad_0647_small.jpg | https://historicbridges.org/indiana/princewilliamroad/little_princewilliamroad_0647.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/princewilliamroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.473100,-86.587510 | ||||||||||||
| 5778 | Carrollton Bridge | Carroll County Bridge 132 | This large example of a Luten arch bridge was widened and rehabilitated in a sensitive manner. The technical description of the main or most noteworthy span of the bridge is a 94 ft (28.65 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by National Concrete Company of Indianapolis, Indiana. The bridge was primarily designed by Daniel Luten. | 40.648640 | -86.657090 | Carrollton Road | Wabash River | Rural | Carroll County, Indiana | Indiana | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 6 | 0 | 0 | 1927 | 2007 | National Concrete Company of Indianapolis, Indiana | Daniel Luten | 7 | 7 | 94 | 28.65 | 615 | 187.45 | 24 | 7.32 | https://historicbridges.org/indiana/carrolltonbridge/little_carrolltonbridge_6224_5_6vib_small.jpg | https://historicbridges.org/indiana/carrolltonbridge/little_carrolltonbridge_6224_5_6vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/carrolltonbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.648640,-86.657090 | |||||||||||||
| 5779 | Opossum Hollow Bridge | Fountain County Bridge 149 | This is a very unusual two-rib closed spandrel arch bridge. The technical description of the main or most noteworthy span of the bridge is a 42 ft (12.8 m) concrete Closed Spandrel (Ribbed) deck arch, fixed. The bridge was primarily built by Unknown. | 40.316320 | -87.151630 | CR 1300-North | Opossum Hollow | Rural | Fountain County, Indiana | Indiana | United States | Concrete | Closed Spandrel (Ribbed) | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1915 | 0 | Unknown | 7 | 7 | 42 | 12.8 | 66 | 20.12 | 15.4 | 4.69 | https://historicbridges.org/indiana/opossumhollowbridge/little_opossumhollowbridge_9233_4_5vib_small.jpg | https://historicbridges.org/indiana/opossumhollowbridge/little_opossumhollowbridge_9233_4_5vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/opossumhollowbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.316320,-87.151630 | ||||||||||||||
| 5780 | Lockport Bridge | Carroll County Bridge 142 | This is a large and good example of a concrete curved t-beam bridge also noted for its Art Deco inspired architecture. The technical description of the main or most noteworthy span of the bridge is a 95 ft (28.96 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Unknown. | 40.693540 | -86.570860 | CR-250 West | Wabash River | Rural | Carroll County, Indiana | Indiana | United States | Concrete | Curved | T-Beam | Fixed | 0 | Continuous | 8 | 0 | 0 | 1938 | 2003 | Unknown | 5 | 6 | 95 | 28.96 | 634.9 | 193.52 | 23.6 | 7.19 | https://historicbridges.org/indiana/lockportbridge/little_lockportbridge_6464_5_6vib_small.jpg | https://historicbridges.org/indiana/lockportbridge/little_lockportbridge_6464_5_6vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/lockportbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.693540,-86.570860 | ||||||||||||||
| 5781 | Davis Ferry Bridge | Tippecanoe County Bridge 119 | This multi-span through truss bridge was bypassed but left open for pedestrians in an unimproved condition. The technical description of the main or most noteworthy span of the bridge is a 177.7 ft (54.16 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Lafayette Engineering Company of Lafayette, Indiana. | 40.476180 | -86.870680 | Davis Ferry Road | Wabash River | Lafayette | Tippecanoe County, Indiana | Indiana | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 9 | 3 | 0 | 0 | 1912 | 0 | American Bridge Company of New York, New York | Lafayette Engineering Company of Lafayette, Indiana | 7 | 7 | 177.7 | 54.16 | 540.7 | 164.81 | 16 | 4.88 | https://historicbridges.org/indiana/davisferry/little_davisferry_9677_8_9bal_small.jpg | https://historicbridges.org/indiana/davisferry/little_davisferry_9677_8_9bal.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/davisferry/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.476180,-86.870680 | ||||||||||||
| 5782 | High Banks Bridge | Delaware County Bridge 130 | This classic Camelback through truss bridge has been rehabilitated for continued vehicular use. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by Indiana Bridge Company of Muncie, Indiana. | 40.149160 | -85.552950 | CR-300 South | White River | Rural | Delaware County, Indiana | Indiana | United States | Metal | Camelback | Pin-Connected | Through | Truss | Fixed | 11 | 1 | 0 | 0 | 1902 | 2009 | Indiana Bridge Company of Muncie, Indiana | 7 | 8 | 200 | 60.96 | 203.8 | 62.12 | 15 | 4.57 | https://historicbridges.org/indiana/highbanksbridge/little_highbanksbridge_3185_6_7vib_small.jpg | https://historicbridges.org/indiana/highbanksbridge/little_highbanksbridge_3185_6_7vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/highbanksbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.149160,-85.552950 | |||||||||||||
| 5783 | Priest Ford Bridge | This bridge was bypassed and abandoned many years ago, but remains standing and visible. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by Indiana Bridge Company of Muncie, Indiana. Special note about bridge location: This bridge is described as private property. It can be seen from the new public bridge however. | 40.165980 | -85.530030 | CR-750 West | White River | Delaware County Bridge 131 | Delaware County, Indiana | Indiana | United States | This bridge is described as private property. It can be seen from the new public bridge however. | Metal | Camelback | Pin-Connected | Through | Truss | Fixed | 11 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1897 | 1974 | Indiana Bridge Company of Muncie, Indiana | 7 | 8 | 200 | 60.96 | 259 | 78.94 | 15.2 | 4.63 | https://historicbridges.org/indiana/priestfordbridge/little_priestfordbridge_3485_6_7bal_small.jpg | https://historicbridges.org/indiana/priestfordbridge/little_priestfordbridge_3485_6_7bal.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/priestfordbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.165980,-85.530030 | ||||||||||
| 5784 | Yorktown Park Bridge | Mahalasville Bridge, Morgan County Bridge 28 | This riveted pony truss span was relocated and preserved here for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Vincennes Bridge Company of Vincennes, Indiana. | 40.175170 | -85.494080 | Pedestrian Walkway | Buck Creek | Yorktown | Delaware County, Indiana | Indiana | United States | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 1927 | 2005 | Vincennes Bridge Company of Vincennes, Indiana | 5 | 6 | 90 | 27.43 | 90 | 27.43 | 12 | 3.66 | https://historicbridges.org/indiana/yorktownparkbridge/little_yorktownparkbridge_3533_small.jpg | https://historicbridges.org/indiana/yorktownparkbridge/little_yorktownparkbridge_3533.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/yorktownparkbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.175170,-85.494080 | |||||||||||||
| 5785 | Davis Ferry Railroad Bridge | This railroad truss bridge is noted for its uncommon double-Warren truss configuration. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Unknown. | 40.475660 | -86.867170 | Railroad (CSX) | Wabash River | Lafayette | Tippecanoe County, Indiana | Indiana | United States | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 2 | Metal | Through | Girder | Fixed | 0 | 4 | 0 | 0 | Unknown | 7 | 8 | 160 | 48.77 | 635 | 193.55 | 0 | 0 | https://historicbridges.org/indiana/davisferryrr/little_davisferryrr_9596_7_8vib_small.jpg | https://historicbridges.org/indiana/davisferryrr/little_davisferryrr_9596_7_8vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/davisferryrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.475660,-86.867170 | ||||||||||
| 5786 | Hays Bridge | Hancock County Bridge 17 | This bridge is a later example of a bridge built by the Columbia Bridge Works, and lacks the unusual details found on earlier bridges built by the company. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Columbia Bridge Works of Dayton, Ohio. The bridge was primarily designed by Winfield Fries. | 39.924330 | -85.677810 | CR-675 East | Sugar Creek | Rural | Hancock County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1887 | 2006 | Columbia Bridge Works of Dayton, Ohio | Winfield Fries | 7 | 7 | 90 | 27.43 | 92 | 28.04 | 13.8 | 4.21 | https://historicbridges.org/indiana/haysbridge/little_haysbridge_2843_small.jpg | https://historicbridges.org/indiana/haysbridge/little_haysbridge_2843.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/haysbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.924330,-85.677810 | ||||||||||||
| 5787 | O'Neal Bridge | Boone County Bridge 207 | This classic Pratt truss bridge has an unusual portal and strut design giving it a unique appearance. The technical description of the main or most noteworthy span of the bridge is a 112.5 ft (34.29 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Lafayette Bridge Company of Lafayette, Indiana. | 39.981300 | -86.272750 | Holliday Drive | Big Eagle Creek | Rural | Boone County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1892 | 2009 | Lafayette Bridge Company of Lafayette, Indiana | 7 | 7 | 112.5 | 34.29 | 114 | 34.75 | 15.7 | 4.79 | https://historicbridges.org/indiana/onealbridge/little_onealbridge_1472_small.jpg | https://historicbridges.org/indiana/onealbridge/little_onealbridge_1472.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/onealbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.981300,-86.272750 | |||||||||||||
| 5788 | ! | Newport Bridge | Blue Bridge | With an unusual suspended span design, this beautiful cantilever truss bridge was not preserved despite its rarity in Arkansas. The technical description of the main or most noteworthy span of the bridge is a 400 ft (121.92 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by List and Weatherly Construction Company of Kansas City, Missouri. The bridge was primarily designed by Ira G. Hedrick of Hot Springs, Arkansas. | 35.605910 | -91.288740 | AR-367 (Old US-67) | White River and Railroad | Newport | Jackson County, Arkansas | Arkansas | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 20 | Cantilever | 3 | Concrete | T-Beam | Fixed | 0 | 43 | 1930 | 0 | List and Weatherly Construction Company of Kansas City, Missouri | Ira G. Hedrick of Hot Springs, Arkansas | 8 | 9 | 400 | 121.92 | 2831 | 862.89 | 24 | 7.32 | https://historicbridges.org/arkansas/newport/little_newport_9502_small.jpg | https://historicbridges.org/arkansas/newport/little_newport_9502.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=arkansas/newport/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.605910,-91.288740 | |||||||
| 5789 | Clarendon Railroad Bridge | This traditional railroad swing bridge continues to carry railroad traffic and is noted for the length of its swing span. The technical description of the main or most noteworthy span of the bridge is a 350 ft (106.68 m) metal rivet-connected Pratt through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Virginia Bridge and Iron Company of Roanoke, Virginia. | 34.685700 | -91.316060 | Railroad (Union Pacific) | White River | Clarendon | Monroe County, Arkansas | Arkansas | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 0 | 1 | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 0 | 1935 | 0 | Virginia Bridge and Iron Company of Roanoke, Virginia | 7 | 7 | 350 | 106.68 | 630 | 192.02 | 0 | 0 | https://historicbridges.org/arkansas/clarendonrailroad/little_clarendonrailroad_9397_small.jpg | https://historicbridges.org/arkansas/clarendonrailroad/little_clarendonrailroad_9397.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=arkansas/clarendonrailroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.685700,-91.316060 | |||||||
| 5790 | Cotter Railroad Bridge | This bridge is unusual because it is fairly high above normal water level for a swing bridge. The technical description of the main or most noteworthy span of the bridge is a 285 ft (86.87 m) metal rivet-connected Pratt through truss, fixed, Rim Bearing Center Pier. The bridge was primarily built by Unknown. | 36.269120 | -92.543180 | Railroad (Missouri and Northern Arkansas) | White River | Cotter | Baxter County, Arkansas and Marion County, Arkansas | Arkansas | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | Rim Bearing Center Pier | 0 | 1 | 0 | 0 | 1905 | 0 | Unknown | 7 | 7 | 285 | 86.87 | 1085 | 330.71 | 0 | 0 | https://historicbridges.org/arkansas/cotterrailroad/little_cotter_1345_6_7bal_small.jpg | https://historicbridges.org/arkansas/cotterrailroad/little_cotterrailroad_1711.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=arkansas/cotterrailroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.269120,-92.543180 | |||||||||||||
| 5791 | L | MacArthur Bridge | St. Louis Municipal Bridge | Even with most of the highway portion of this combined use double-deck bridge removed, the remaining bridge is one of the most complex bridges around. The technical description of the main or most noteworthy span of the bridge is a 668 ft (203.61 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Boller, Hodge, and Baird of New York, New York. Special note about bridge location: Additional Coordinates: Mississippi River Spans: 38.61477, -90.18391 Half-Through Truss Span: 38.61212, -90.17379 Railroad Pennsylvania Truss Span: 38.60988, -90.16562 Highway Pennsylvania Truss Span: 38.61347, -90.16617 Broadway Trusses: 38.61767, -90.19324 | 38.614770 | -90.183910 | Railroad (Terminal Railroad Association of St. Louis) | Mississippi River and Various Streets and Railroads | St. Louis and East St. Louis | St. Louis City, Missouri and St. Clair County, Illinois | Missouri and Illinois | United States | Additional Coordinates: Mississippi River Spans: 38.61477, -90.18391 Half-Through Truss Span: 38.61212, -90.17379 Railroad Pennsylvania Truss Span: 38.60988, -90.16562 Highway Pennsylvania Truss Span: 38.61347, -90.16617 Broadway Trusses: 38.61767, -90.19324 | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 18 | 3 | Metal | Deck | Girder | Fixed | 0 | 0 | 1917 | 0 | American Bridge Company of New York, New York | Boller, Hodge, and Baird of New York, New York | 9 | 10 | 668 | 203.61 | 13300 | 4053.84 | 30 | 9.14 | https://historicbridges.org/missouri/macarthurbridge/little_macarthurbridge_9120_small.jpg | https://historicbridges.org/missouri/macarthurbridge/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/macarthurbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.614770,-90.183910 | ||||||
| 5792 | Hufford's Ford Bridge | Angel Hill Golf Course Bridge, Carroll County Bridge 16 | This bridge and the road it served have been converted into a golf course path. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by James M. Peirce. Special note about bridge location: Approach this bridge from the south and west. The north approach is not open to the public. | 40.431520 | -86.599770 | CR-400 West (Golf Course Path) | Middle Fork Wildcat Creek | Rural | Carroll County, Indiana and Clinton County, Indiana | Indiana | United States | Approach this bridge from the south and west. The north approach is not open to the public. | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 1901 | 0 | James M. Peirce | 7 | 7 | 75 | 22.86 | 83 | 25.3 | 15.7 | 4.79 | https://historicbridges.org/indiana/angelhillgolfcourse/little_angelhillgolfcourse_0602_small.jpg | https://historicbridges.org/indiana/angelhillgolfcourse/little_angelhillgolfcourse_0602.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/angelhillgolfcourse/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.431520,-86.599770 | ||||||||||||
| 5793 | Logansport Railroad Bridge | This is a traditional example of a railroad through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 116 ft (35.36 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. | 40.746510 | -86.386970 | Railroad (Winamac Southern) | Wabash River | Logansport | Cass County, Indiana | Indiana | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 5 | 0 | 0 | 1916 | 0 | Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin | 6 | 7 | 116 | 35.36 | 582 | 177.39 | 0 | 0 | https://historicbridges.org/indiana/logansport/little_logansport_5372_small.jpg | https://historicbridges.org/indiana/logansport/little_logansport_5372.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/logansport/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.746510,-86.386970 | ||||||||||||||
| 5794 | Wilson's Bridge | Carroll County Bridge 121 | This is a traditionally composed example of a pin-connected Pratt through truss, built by a noteworthy in-state builder. The technical description of the main or most noteworthy span of the bridge is a 114 ft (34.75 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Lafayette Bridge Company of Lafayette, Indiana. | 40.590520 | -86.621550 | CR-300 North | Deer Creek | Rural | Carroll County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1898 | 2007 | Lafayette Bridge Company of Lafayette, Indiana | 7 | 7 | 114 | 34.75 | 122 | 37.19 | 14.8 | 4.51 | https://historicbridges.org/indiana/wilsonsbridge/little_wilsonsbridge_6191_small.jpg | https://historicbridges.org/indiana/wilsonsbridge/little_wilsonsbridge_6191.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/wilsonsbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.590520,-86.621550 | |||||||||||||
| 5795 | Middle Fork Wildcat Creek Driveway Bridge | This early rivet-connected truss bridge was built by a company that has few surviving spans today. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Chicago Bridge Company of Chicago, Illinois. Special note about bridge location: This bridge is on a private drive, but is next to a public road. | 40.445930 | -86.556790 | Private Drive | Middle Fork Wildcat Creek | Rural | Carroll County, Indiana | Indiana | United States | This bridge is on a private drive, but is next to a public road. | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1894 | 0 | Chicago Bridge Company of Chicago, Illinois | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/indiana/carrollcountyprivate/little_carrollcountyprivate_0869_70_71bal_small.jpg | https://historicbridges.org/indiana/carrollcountyprivate/little_carrollcountyprivate_0869_70_71bal.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/carrollcountyprivate/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.445930,-86.556790 | |||||||||||||
| 5796 | Big Pine Creek Bridge | Warren County Bridge 92 | This may the last surviving example of a bridge known to have been built by the Wabash Bridge and Iron Works. The technical description of the main or most noteworthy span of the bridge is a 96.5 ft (29.41 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wabash Bridge and Iron Works of Wabash, Indiana. The bridge was primarily designed by Wilmer H. Gemmer. | 40.465250 | -87.235340 | CR-450 East | Big Pine Creek | Rural | Warren County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1896 | 2002 | Wabash Bridge and Iron Works of Wabash, Indiana | Wilmer H. Gemmer | 7 | 7 | 96.5 | 29.41 | 103.4 | 31.52 | 13.8 | 4.21 | https://historicbridges.org/indiana/cr450bigpinecreek/little_cr450bigpinecreek_7376_small.jpg | https://historicbridges.org/indiana/cr450bigpinecreek/little_cr450bigpinecreek_7376.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/cr450bigpinecreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.465250,-87.235340 | ||||||||||||
| 5797 | CR-100 Coal Creek Bridge | Fountain County Bridge 131 | This very old Pratt truss bridge is a relocated span from a former seven span bridge that was in Attica, Indiana. The technical description of the main or most noteworthy span of the bridge is a 128 ft (39.01 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Milwaukee Bridge and Iron Works of Milwaukee, Wisconsin. | 40.142510 | -87.250010 | CR-100 North | Coal Creek | Rural | Fountain County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1886 | 1924 | Milwaukee Bridge and Iron Works of Milwaukee, Wisconsin | 7 | 7 | 128 | 39.01 | 134 | 40.84 | 17.7 | 5.39 | https://historicbridges.org/indiana/cr100coalcreek/little_cr100coalcreek_8321_small.jpg | https://historicbridges.org/indiana/cr100coalcreek/little_cr100coalcreek_8321.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/cr100coalcreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.142510,-87.250010 | |||||||||||||
| 5798 | Hushaw Bridge | Fountain County Bridge 143 | This very old Pratt truss bridge is a relocated span from a former seven span bridge that was in Attica, Indiana. The technical description of the main or most noteworthy span of the bridge is a 133 ft (40.54 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Milwaukee Bridge and Iron Works of Milwaukee, Wisconsin. | 40.251940 | -87.205420 | CR-300 East | Big Shawnee Creek | Rural | Fountain County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1886 | 1924 | Milwaukee Bridge and Iron Works of Milwaukee, Wisconsin | 7 | 7 | 133 | 40.54 | 134 | 40.84 | 17.7 | 5.39 | https://historicbridges.org/indiana/hushawbridge/little_hushawbridge_8777_8_9vib_small.jpg | https://historicbridges.org/indiana/hushawbridge/little_hushawbridge_8777_8_9vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/hushawbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.251940,-87.205420 | |||||||||||||
| 5799 | McKinley Bridge | This massive truss bridge is an early surviving example of work by a master engineer and also is noted for the length of its simple truss spans. The technical description of the main or most noteworthy span of the bridge is a 517.5 ft (157.73 m) metal multiple-type-connected Pennsylvania through truss, fixed. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. The bridge was primarily designed by Ralph Modjeski. | 38.665030 | -90.183000 | Salisbury Street | Mississippi River | St. Louis and Venice | St. Louis City, Missouri and Madison County, Illinois | Missouri and Illinois | United States | Metal | Pennsylvania | Multiple-Type-Connected | Through | Truss | Fixed | 18 | 3 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 31 | 1910 | 2005 | Pennsylvania Steel Company of Steelton, Pennsylvania | Ralph Modjeski | 9 | 9 | 517.5 | 157.73 | 5733.5 | 1747.57 | 24 | 7.32 | https://historicbridges.org/missouri/mckinleybridge/little_mckinleybridge_7791_small.jpg | https://historicbridges.org/missouri/mckinleybridge/little_mckinleybridge_7791.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/mckinleybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.665030,-90.183000 | ||||||||||
| 5801 | George Rogers Clark Memorial Bridge | 2nd Street Bridge | This landmark work of a famous engineering firm consists of two identical cantilever truss bridge units. The technical description of the main or most noteworthy span of the bridge is a 820 ft (249.94 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Modjeski and Masters. | 38.264140 | -85.751460 | US-31 (2nd Street) | Ohio River and Various Streets | Louisville and Jeffersonville | Jefferson County, Kentucky and Clark County, Indiana | Kentucky and Indiana | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 22 | Cantilever | 6 | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 10 | 32 | 1929 | 1958 | American Bridge Company of New York, New York | Modjeski and Masters | 9 | 9 | 820 | 249.94 | 5366.4 | 1635.68 | 38 | 11.58 | https://historicbridges.org/kentucky/clarkmemorialbridge/little_clarkmemorialbridge_7413_small.jpg | https://historicbridges.org/kentucky/clarkmemorialbridge/little_clarkmemorialbridge_7413.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/clarkmemorialbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.264140,-85.751460 | |||||
| 5802 | Big Four Bridge | After years of abandonment, this large railroad bridge was converted into a functional, busy pedestrian crossing with beautiful night lighting. The technical description of the main or most noteworthy span of the bridge is a 547 ft (166.73 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. | 38.265930 | -85.739240 | Railroad (Rail-Trail) | Ohio River | Louisville and Jeffersonville | Jefferson County, Kentucky and Clark County, Indiana | Kentucky and Indiana | United States | Metal | Pennsylvania | Rivet-Connected | Through | Truss | Fixed | 16 | 1 | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 10 | 5 | 1929 | 2012 | McClintic-Marshall Company of Pittsburgh, Pennsylvania | 8 | 8 | 547 | 166.73 | 2525 | 769.62 | 0 | 0 | https://historicbridges.org/kentucky/bigfour/little_bigfourday_8469_small.jpg | https://historicbridges.org/kentucky/bigfour/little_bigfourday_8469.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/bigfour/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.265930,-85.739240 | ||||||||
| 5803 | Kentucky and Indiana Bridge | Featuring former vehicular decks cantilevered from the sides of the trusses with a railroad deck in the middle, this bridge is also noted for its variety of truss designs. The technical description of the main or most noteworthy span of the bridge is a 625 ft (190.5 m) metal multiple-type-connected Pennsylvania through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois). | 38.282560 | -85.801520 | Railroad (Norfolk Southern) | Ohio River and Water Street | Louisville and New Albany | Jefferson County, Kentucky and Floyd County, Indiana | Kentucky and Indiana | United States | Metal | Pennsylvania | Multiple-Type-Connected | Through | Truss | Fixed | 18 | 2 | Metal | Baltimore | Rivet-Connected | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 0 | 0 | 1912 | 0 | American Bridge Company of New York, New York | John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois) | 8 | 8 | 625 | 190.5 | 2713 | 826.92 | 0 | 0 | https://historicbridges.org/kentucky/kentuckyandindianabridge/little_kentuckyandindianabridge_5515_small.jpg | https://historicbridges.org/kentucky/kentuckyandindianabridge/little_kentuckyandindianabridge_5515.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/kentuckyandindianabridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.282560,-85.801520 | ||||||
| 5804 | Falls of the Ohio Bridge | 14th Street Bridge | This bridge includes a truss span that was the longest simple rivet-connected truss span in the world when completed. The technical description of the main or most noteworthy span of the bridge is a 643.9 ft (196.26 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. The bridge was primarily designed by Waddell and Son of Kansas City, Missouri. | 38.268030 | -85.766350 | Railroad (Conrail) | Ohio River and Riverside Drive | Louisville and Jeffersonville | Jefferson County, Kentucky and Clark County, Indiana | Kentucky and Indiana | United States | Metal | Pennsylvania | Rivet-Connected | Through | Truss | Fixed | 18 | 2 | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Movable: Vertical Lift | Span Drive | 8 | 21 | 1919 | 0 | Pennsylvania Steel Company of Steelton, Pennsylvania | Waddell and Son of Kansas City, Missouri | 8 | 8 | 643.9 | 196.26 | 5218 | 1590.45 | 0 | 0 | https://historicbridges.org/kentucky/fallsoftheohiobridge/little_fallsoftheohiobridge_6891_small.jpg | https://historicbridges.org/kentucky/fallsoftheohiobridge/little_fallsoftheohiobridge_6891.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/fallsoftheohiobridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.268030,-85.766350 | |||||
| 5805 | Green’s Mill Bridge | Little Niangua Swinging Bridge | This bridge is one of only four surviving self-anchored suspension bridges in the country! The technical description of the main or most noteworthy span of the bridge is a 225 ft (68.58 m) metal plate girder stiffening wire cable suspension, fixed. The bridge was primarily built by Clinton Bridge and Iron Works of Clinton, Iowa. The bridge was primarily designed by Missouri State Highway Commission. | 38.065320 | -92.909310 | MO-J | Little Niangua River | Rural | Camden County, Missouri | Missouri | United States | Metal | Plate Girder Stiffening | Wire Cable | Suspension | Fixed | 0 | 3 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 1932 | 0 | Clinton Bridge and Iron Works of Clinton, Iowa | Missouri State Highway Commission | 9 | 10 | 225 | 68.58 | 524 | 159.72 | 20 | 6.1 | https://historicbridges.org/missouri/littlenianguaswinging/little_littlenianguaswingingbridge_5302_3_4bal_small.jpg | https://historicbridges.org/missouri/littlenianguaswinging/little_littlenianguaswingingbridge_5302_3_4bal.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/littlenianguaswinging/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.065320,-92.909310 | ||||||||||
| 5806 | Lewisburg Bridge | Cass County Bridge 123 | This bridge once looked like a bridge beyond repair, but was successfully rehabilitated, making for a great preservation case study. The technical description of the main or most noteworthy span of the bridge is a 96.5 ft (29.41 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by National Concrete Company of Indianapolis, Indiana. The bridge was primarily designed by Daniel Luten. | 40.744420 | -86.218500 | CR-825 East | Wabash River | Lewisburg | Cass County, Indiana | Indiana | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 5 | 0 | 0 | 1913 | 2008 | National Concrete Company of Indianapolis, Indiana | Daniel Luten | 7 | 6 | 96.5 | 29.41 | 456 | 138.99 | 24 | 7.32 | https://historicbridges.org/indiana/lewisburg/little_lewisburg_5168_small.jpg | https://historicbridges.org/indiana/lewisburg/little_lewisburg_5168.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/lewisburg/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.744420,-86.218500 | |||||||||||||
| 5807 | Hyman Bridge | Cass County Bridge 150 | This is a old and outstanding surviving example of a Whipple truss built by the prolific Wrough Iron Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 40.602840 | -86.355570 | CR-100 East | Deer Creek | Rural | Cass County, Indiana | Indiana | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1885 | 0 | Wrought Iron Bridge Company of Canton, Ohio | 8 | 8 | 150 | 45.72 | 150 | 45.72 | 15.7 | 4.79 | https://historicbridges.org/indiana/deercreek/little_deercreek_5576_small.jpg | https://historicbridges.org/indiana/deercreek/little_deercreek_5576.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/deercreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.602840,-86.355570 | |||||||||||||
| 5808 | Liberty Mills Bridge | Wabash County Bridge 165 | This is a traditional Pratt through truss bridge and has been closed to traffic but is feasible to preserve. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 41.038230 | -85.738180 | 1st Street | Eel River | Rural | Wabash County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | Unknown | 7 | 7 | 120 | 36.58 | 150 | 45.72 | 14.8 | 4.51 | https://historicbridges.org/indiana/libertymills/little_libertymills_3458_59_60vib_small.jpg | https://historicbridges.org/indiana/libertymills/little_libertymills_3458_59_60vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/libertymills/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.038230,-85.738180 | ||||||||||
| 5809 | Beulah Bridge | Fountain County Bridge 142 | This bridge is an excellent example of a bridge built by a noteworthy Indiana bridge builder. The technical description of the main or most noteworthy span of the bridge is a 118 ft (35.97 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Attica Bridge Company of Attica, Indiana. | 40.245070 | -87.218330 | CR-230 East | Big Shawnee Creek | Rural | Fountain County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1911 | 0 | Attica Bridge Company of Attica, Indiana | 7 | 7 | 118 | 35.97 | 120 | 36.58 | 15.7 | 4.79 | https://historicbridges.org/indiana/beulahbridge/little_beulahbridge_8696_7_8vib_small.jpg | https://historicbridges.org/indiana/beulahbridge/little_beulahbridge_8696_7_8vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/beulahbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.245070,-87.218330 | |||||||||||||
| 5810 | Lost Bridge | Miami County Bridge 28, Eikenberry Bridge | Although this bridge overall has the appearance of a riveted truss bridge, the truss connections are actually bolted, making this bridge uncommon for its age. The technical description of the main or most noteworthy span of the bridge is a 112 ft (34.14 m) metal bolt-connected Pratt through truss, fixed. The bridge was primarily built by Rochester Bridge Company of Rochester, Indiana. | 40.855390 | -86.055900 | CR-100 East | Eel River | Rural | Miami County, Indiana | Indiana | United States | Metal | Pratt | Bolt-Connected | Through | Truss | Fixed | 7 | 2 | 0 | 0 | 1920 | 0 | Rochester Bridge Company of Rochester, Indiana | 6 | 6 | 112 | 34.14 | 230 | 70.1 | 16 | 4.88 | https://historicbridges.org/indiana/lostbridge2/little_lostbridge_4037_small.jpg | https://historicbridges.org/indiana/lostbridge2/little_lostbridge_4037.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/lostbridge2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.855390,-86.055900 | |||||||||||||
| 5811 | Deer Creek Overflow Bridge | Cass County Bridge 151 | This abandoned and uncommon Indiana example of a highway plate girder looks like a bridge over a cornfield. The technical description of the main or most noteworthy span of the bridge is a 48 ft (14.63 m) metal through girder, fixed. The bridge was primarily built by Clark and Harmon. | 40.604460 | -86.355540 | CR-100 East | Toney Ditch (Branch Deer Creek) | Rural | Cass County, Indiana | Indiana | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1925 | 0 | Clark and Harmon | 5 | 5 | 48 | 14.63 | 50 | 15.24 | 17.8 | 5.43 | https://historicbridges.org/indiana/deercreekoverflow/little_deercreekoverflow_5450_small.jpg | https://historicbridges.org/indiana/deercreekoverflow/little_deercreekoverflow_5450.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/deercreekoverflow/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.604460,-86.355540 | |||||||||||||||
| 5812 | CR-30 Bridge | Fountain County Bridge 113 | This bridge is noted for its use of bolted connections instead of riveted connections and its association with a noted Indiana bridge builder. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal bolt-connected Pratt through truss, fixed. The bridge was primarily built by Attica Bridge Company of Attica, Indiana. | 40.197630 | -87.257200 | CR-30 East | North Fork Coal Creek | Rural | Fountain County, Indiana | Indiana | United States | Metal | Pratt | Bolt-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1910 | 0 | Attica Bridge Company of Attica, Indiana | 6 | 6 | 100 | 30.48 | 102 | 31.09 | 15.4 | 4.69 | https://historicbridges.org/indiana/cr30coalcreek/little_cr30coalcreek_8135_6_7bal_small.jpg | https://historicbridges.org/indiana/cr30coalcreek/little_cr30coalcreek_8135_6_7bal.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/cr30coalcreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.197630,-87.257200 | |||||||||||||
| 5813 | Meridian Road Bridge | Carroll County Bridge 87 | First relocated here in 1968, this excellent example of standard riveted pony truss in Indiana was rehabilitated in 2007. The technical description of the main or most noteworthy span of the bridge is a 109 ft (33.22 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Albert B. Hash of Sandborn, Indiana. The bridge was primarily designed by Indiana State Highway Commission. | 40.601080 | -86.525140 | Meridian Road | Deer Creek | Rural | Carroll County, Indiana | Indiana | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 7 | 1 | 0 | 0 | 1932 | 2007 | Albert B. Hash of Sandborn, Indiana | Indiana State Highway Commission | 6 | 6 | 109 | 33.22 | 124 | 37.8 | 24 | 7.32 | https://historicbridges.org/indiana/meridianroadbridge/little_meridianroadbridge_5936_small.jpg | https://historicbridges.org/indiana/meridianroadbridge/little_meridianroadbridge_5936.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/meridianroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.601080,-86.525140 | ||||||||||||
| 5814 | Narrows Bridge | Higden Bridge | Although a late example of a cantilever truss bridge, this bridge is a rare example of its type in Arkansas. The technical description of the main or most noteworthy span of the bridge is a 350 ft (106.68 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 35.563130 | -92.194580 | AR-16 and AR-92 | Little Red River (Greers Ferry Lake) | Greers Ferry and Higden | Cleburne County, Arkansas | Arkansas | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 14 | Cantilever | 3 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 1961 | 0 | Unknown | 6 | 8 | 350 | 106.68 | 1102 | 335.89 | 24 | 7.32 | https://historicbridges.org/arkansas/greersferry/little_greersferry_0748_small.jpg | https://historicbridges.org/arkansas/greersferry/little_greersferry_0748.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=arkansas/greersferry/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.563130,-92.194580 | |||||||||
| 5815 | Shirley Bridge | This former railroad bridge has an unusual combination of pinned and riveted connections. The technical description of the main or most noteworthy span of the bridge is a 153.8 ft (46.88 m) metal multiple-type-connected Baltimore through truss, fixed. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. | 35.659460 | -92.322090 | River Road (CR-125) | Middle Fork Little Red River | Rural | Van Buren County, Arkansas | Arkansas | United States | Metal | Baltimore | Multiple-Type-Connected | Through | Truss | Fixed | 6 | 1 | Metal | Deck | Girder | Fixed | 0 | 4 | 1908 | 1978 | Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin | 7 | 7 | 153.8 | 46.88 | 339.8 | 103.57 | 8.2 | 2.5 | https://historicbridges.org/arkansas/shirley/little_shirley_0895_small.jpg | https://historicbridges.org/arkansas/shirley/little_shirley_0895.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=arkansas/shirley/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.659460,-92.322090 | ||||||||||
| 5816 | Illinois Street Bridge | Marion County Bridge 1111 | Although its railings have been replaced, this bridge remains an example of a Luten arch bridge. The technical description of the main or most noteworthy span of the bridge is a 61.4 ft (18.71 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by National Concrete Company of Indianapolis, Indiana. The bridge was primarily designed by Daniel Luten. | 39.855850 | -86.159530 | Illinois Street | Indiana Central Canal (Indianapolis Water Company Canal) | Indianapolis | Marion County, Indiana | Indiana | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1920 | 1946 | National Concrete Company of Indianapolis, Indiana | Daniel Luten | 6 | 6 | 61.4 | 18.71 | 147 | 44.81 | 25.3 | 7.71 | https://historicbridges.org/indiana/illinoiscentral/little_illinoiscentral_1778_small.jpg | https://historicbridges.org/indiana/illinoiscentral/little_illinoiscentral_1778.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/illinoiscentral/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.855850,-86.159530 | |||||||||||||
| 5817 | Meridian Street Bridge | Marion County Bridge 1123 | This Luten concrete arch bridge is noted for its heavy skew. The technical description of the main or most noteworthy span of the bridge is a 46 ft (14.02 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by National Concrete Company of Indianapolis, Indiana. The bridge was primarily designed by Daniel Luten. | 39.859090 | -86.157240 | Meridian Street | Indiana Central Canal (Indianapolis Water Company Canal) | Indianapolis | Marion County, Indiana | Indiana | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1926 | 1986 | National Concrete Company of Indianapolis, Indiana | Daniel Luten | 6 | 6 | 46 | 14.02 | 153 | 46.63 | 56 | 17.07 | https://historicbridges.org/indiana/meridiancentral/little_meridiancentral_1907_small.jpg | https://historicbridges.org/indiana/meridiancentral/little_meridiancentral_1907.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/meridiancentral/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.859090,-86.157240 | |||||||||||||
| 5818 | Otter Creek Driveway Bridge | This classic steel stringer bridge with lattice railings serves a private driveway. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. Special note about bridge location: This private driveway bridge is visible from the adjacent public road. | 40.999500 | -85.851270 | Private Drive | Otter Creek | Rural | Wabash County, Indiana | Indiana | United States | This private driveway bridge is visible from the adjacent public road. | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 2 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/indiana/otterdriveway/little_bonus_3677_small.jpg | https://historicbridges.org/indiana/otterdriveway/little_bonus_3677.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/otterdriveway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.999500,-85.851270 | ||||||||||||||||
| 5819 | IN-218 Bridge | Carroll County Bridge 3279 | This is a late but unaltered example of state design concrete arch bridge, located on a curve. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by George R. Harvey of Danville, Indiana. The bridge was primarily designed by Indiana State Highway Commission. | 40.608220 | -86.527630 | IN-218 | Paint Creek | Rural | Carroll County, Indiana | Indiana | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1940 | 0 | George R. Harvey of Danville, Indiana | Indiana State Highway Commission | 6 | 6 | 65 | 19.81 | 127 | 38.71 | 28 | 8.53 | https://historicbridges.org/indiana/in218paintcreek/little_in218paintcreek_5822_small.jpg | https://historicbridges.org/indiana/in218paintcreek/little_in218paintcreek_5822.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/in218paintcreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.608220,-86.527630 | |||||||||||||
| 5820 | Burnetts Creek Arch | Carroll County Bridge 181 (Wabash and Erie Canal Culvert 100) | This is the oldest known bridge in Indiana, and was originally an aqueduct for the Wabash and Erie Canal. The technical description of the main or most noteworthy span of the bridge is a 21.7 ft (6.61 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 40.702150 | -86.569300 | Towpath Road | Burnetts Creek | Rural | Carroll County, Indiana | Indiana | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1840 | 0 | Unknown | 7 | 7 | 21.7 | 6.61 | 41 | 12.5 | 25 | 7.62 | https://historicbridges.org/indiana/burnettscreekarch/little_burnettscreekarch_6527_8_9vib_small.jpg | https://historicbridges.org/indiana/burnettscreekarch/little_burnettscreekarch_6527_8_9vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/burnettscreekarch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.702150,-86.569300 | ||||||||||||||
| 5821 | CR-1025 Bridge | Carroll County Bridge 144 | This is a small but uncommon example of a stone arch bridge in this part of Indiana. The technical description of the main or most noteworthy span of the bridge is a 20.3 ft (6.19 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 40.694990 | -86.556720 | CR-1025 | Little Rock Creek | Rural | Carroll County, Indiana | Indiana | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1903 | 0 | Unknown | 7 | 7 | 20.3 | 6.19 | 43 | 13.11 | 19 | 5.79 | https://historicbridges.org/indiana/carrollbridge144/little_carrollbridge144_6497_small.jpg | https://historicbridges.org/indiana/carrollbridge144/little_carrollbridge144_6497.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/carrollbridge144/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.694990,-86.556720 | ||||||||||||||
| 5822 | Woodstock Drive Bridge | Oldfields Estate East bridge | Structurally, this is a simple steel stringer bridge, but its ornamental details make this reminder of a long-gone railroad past far more interesting. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Central States Bridge Company of Indianapolis, Indiana. | 39.828950 | -86.183420 | Woodstock Drive | Railroad (Abandoned Terre Haute, Indianapolis and Eastern Traction Interurban) | Indianapolis | Marion County, Indiana | Indiana | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 0 | 0 | 1908 | 1991 | Central States Bridge Company of Indianapolis, Indiana | 4 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/indiana/arteastbridge/little_arteastbridge_2333_small.jpg | https://historicbridges.org/indiana/arteastbridge/little_arteastbridge_2333.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/arteastbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.828950,-86.183420 | ||||||||||||||||
| 5823 | Indianapolis Museum of Art Ravine Garden Bridge | This is a small ornamental concrete arch foot bridge with attractive balustrade railings. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 39.828020 | -86.185600 | Pedestrian Walkway | Ravine | Indianapolis | Marion County, Indiana | Indiana | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/indiana/artravinegardenbridge/little_artravinegardenbridge_2417_8_9bal_small.jpg | https://historicbridges.org/indiana/artravinegardenbridge/little_artravinegardenbridge_2417_8_9bal.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/artravinegardenbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.828020,-86.185600 | |||||||||||||||
| 5824 | Indianapolis Museum of Art Pedestrian Bridge | Although a significant, early example of a Luten design concrete arch bridge, this one was allowed to deteriorate then severely altered. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by National Concrete Company of Indianapolis, Indiana. The bridge was primarily designed by Daniel Luten. | 39.826830 | -86.185060 | Pedestrian Walkway | Service Road | Indianapolis | Marion County, Indiana | Indiana | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1909 | 1991 | National Concrete Company of Indianapolis, Indiana | Daniel Luten | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/indiana/artwalkwaybridge/little_artwalkwaybridge_2177_small.jpg | https://historicbridges.org/indiana/artwalkwaybridge/little_artwalkwaybridge_2177.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/artwalkwaybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.826830,-86.185060 | ||||||||||||||
| 5825 | Fall Creek Railroad Bridge | Although spalling significantly, this railroad bridge continues to carry railroad traffic. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 40.008890 | -85.737940 | Railroad (CSX) | Fall Creek | Pendleton | Madison County, Indiana | Indiana | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 6 | 0 | 0 | 1910 | 0 | Unknown | 6 | 6 | 0 | 0 | 285 | 86.87 | 0 | 0 | https://historicbridges.org/indiana/huntsvillerr/little_huntsvillerr_2618_small.jpg | https://historicbridges.org/indiana/huntsvillerr/little_huntsvillerr_2618.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/huntsvillerr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.008890,-85.737940 | |||||||||||||||
| 5826 | Huntsville Road Bridge | Madison County Bridge 149 | This classic riveted truss bridge has been maintained in good condition. The technical description of the main or most noteworthy span of the bridge is a 119 ft (36.27 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 40.008000 | -85.735410 | Huntsville Road (Falls Park Drive) | Fall Creek | Pendleton | Madison County, Indiana | Indiana | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1952 | 0 | Unknown | 5 | 5 | 119 | 36.27 | 123 | 37.49 | 20 | 6.1 | https://historicbridges.org/indiana/huntsvilleroadbridge/little_huntsvilleroadbridge_2699_small.jpg | https://historicbridges.org/indiana/huntsvilleroadbridge/little_huntsvilleroadbridge_2699.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/huntsvilleroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.008000,-85.735410 | |||||||||||||
| 5827 | Springfield Bridge | Beaverfork Park Bridge, Springfield-Des Arc Bridge | Fabricated in 1871 and erected in 1874, this relocated and restored bridge is the oldest and most significant historic bridge in Arkansas. The technical description of the main or most noteworthy span of the bridge is a 146 ft (44.5 m) metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. Special note about bridge location: This bridge was originally located over Caldron Creek here: 35.25270, -92.51271 | 35.141610 | -92.453670 | Beaverfork Park Trailway | Beaverfork Lake | Conway | Faulkner County, Arkansas | Arkansas | United States | This bridge was originally located over Caldron Creek here: 35.25270, -92.51271 | Metal | Bowstring | Threaded Rod-Nut Connected | Through | Truss | Fixed | 16 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1874 | 2017 | King Bridge Company of Cleveland, Ohio | 9 | 10 | 146 | 44.5 | 186 | 56.69 | 12 | 3.66 | https://historicbridges.org/arkansas/springfield/little_0810171857a_hdr_small.jpg | https://historicbridges.org/arkansas/springfield/little_0810171857a_hdr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=arkansas/springfield/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.141610,-92.453670 | |||||||||
| 5828 | Fall Creek Service Road Bridge | Pendleton Reformatory Service Road Bridge | This bridge has been sitting on the ground in storage at this location awaiting a possible reuse, but even here it attracts visitors. The technical description of the main or most noteworthy span of the bridge is a 99.7 ft (30.39 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. | 39.998920 | -85.756810 | None | Ground | Pendleton | Madison County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1884 | 2007 | Massillon Bridge Company of Massillon, Ohio | 7 | 7 | 99.7 | 30.39 | 99.7 | 30.39 | 15.7 | 4.79 | https://historicbridges.org/indiana/fallcreekserviceroadbridge/little_fallcreekserviceroadbridge_2513_4_5bal_small.jpg | https://historicbridges.org/indiana/fallcreekserviceroadbridge/little_fallcreekserviceroadbridge_2513_4_5bal.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/fallcreekserviceroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.998920,-85.756810 | |||||||||||||
| 5829 | CR-600 Bridge | Madison County Bridge 170 | This abandoned variation of a state standard pony truss has one of the greatest possible skews that is possible for a bridge. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Elkhart Bridge and Iron Company of Elkhart, Indiana. The bridge was primarily designed by Indiana State Highway Commission. | 40.018880 | -85.646520 | CR-600S | Fall Creek | Rural | Madison County, Indiana | Indiana | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 10 | 1 | 0 | 0 | 1916 | 0 | Elkhart Bridge and Iron Company of Elkhart, Indiana | Indiana State Highway Commission | 6 | 7 | 140 | 42.67 | 142 | 43.28 | 16 | 4.88 | https://historicbridges.org/indiana/cr600fallcreek/little_cr600fallcreek_3134_5_6bal_small.jpg | https://historicbridges.org/indiana/cr600fallcreek/little_cr600fallcreek_3134_5_6bal.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/cr600fallcreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.018880,-85.646520 | ||||||||||||
| 5830 | CR-200 Bridge | Fountain County Bridge 105 | This is a traditional riveted pony truss bridge in a rural agricultural setting. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Indiana State Highway Commission. | 40.216160 | -87.224240 | CR-200 East (Foster Road) | Little Shawnee Creek | Rural | Fountain County, Indiana | Indiana | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1935 | 0 | Unknown | Indiana State Highway Commission | 5 | 5 | 60 | 18.29 | 63 | 19.2 | 20 | 6.1 | https://historicbridges.org/indiana/cr200littleshawnee/little_cr200littleshawnee_8540_1_2vib_small.jpg | https://historicbridges.org/indiana/cr200littleshawnee/little_cr200littleshawnee_8540_1_2vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/cr200littleshawnee/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.216160,-87.224240 | ||||||||||||
| 5832 | Warsaw Upper Bridge | This is the largest and only preserved example of Joseph Dice's unique primitive but durable suspension bridges. The technical description of the main or most noteworthy span of the bridge is a 510 ft (155.45 m) metal wire cable suspension, fixed. The bridge was primarily built by Joseph A. Dice. | 38.244340 | -93.387960 | Swinging Bridge Road (Old MO-7) | Osage River | Warsaw | Benton County, Missouri | Missouri | United States | Metal | Wire Cable | Suspension | Fixed | 0 | 3 | 0 | 0 | 1928 | 2007 | Joseph A. Dice | 8 | 9 | 510 | 155.45 | 600 | 182.88 | 14 | 4.27 | https://historicbridges.org/missouri/warsawupperbridge/little_warsawupperbridge_4789_small.jpg | https://historicbridges.org/missouri/warsawupperbridge/little_warsawupperbridge_4789.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/warsawupperbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.244340,-93.387960 | ||||||||||||||||
| 5833 | Rough Hollow Bridge | This is a very long span 19th century pin-connected Pratt truss span. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 37.980740 | -93.311610 | CR-281 | Pomme de Terre River | Rural | Hickory County, Missouri | Missouri | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 10 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1891 | 0 | Wrought Iron Bridge Company of Canton, Ohio | 7 | 8 | 180 | 54.86 | 257 | 78.33 | 13.8 | 4.21 | https://historicbridges.org/missouri/roughhollowbridge/little_roughhollowbridge_4453_small.jpg | https://historicbridges.org/missouri/roughhollowbridge/little_roughhollowbridge_4453.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/roughhollowbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.980740,-93.311610 | |||||||||||
| 5834 | ! | Red Bridge | This is a rare multi-span example of a pin-connected pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 86 ft (26.21 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. Special note about bridge location: Despite appearances on maps, the west approach is the easy way to reach this bridge. The road east of this bridge is not well maintained. | 36.874940 | -93.155750 | Red Bridge Road | Bull Creek | Rural | Christian County, Missouri | Missouri | United States | Despite appearances on maps, the west approach is the easy way to reach this bridge. The road east of this bridge is not well maintained. | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 3 | 0 | 0 | 1915 | 2005 | Canton Bridge Company of Canton, Ohio | 7 | 7 | 86 | 26.21 | 255 | 77.72 | 11.5 | 3.51 | https://historicbridges.org/missouri/redbridge2/little_redbridge_2875_6_7bal_small.jpg | https://historicbridges.org/missouri/redbridge2/little_redbridge_3016_7_8vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/redbridge2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.874940,-93.155750 | ||||||||||||
| 5835 | ! | Hawkins Ford Bridge | This is a rare two-span example of a pin-connected pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. | 36.974890 | -93.327880 | Seneca Road | Finley Creek | Rural | Christian County, Missouri | Missouri | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 2 | 0 | 0 | 1915 | 2004 | Canton Bridge Company of Canton, Ohio | 7 | 7 | 80 | 24.38 | 161 | 49.07 | 11.8 | 3.6 | https://historicbridges.org/missouri/hawkins/little_hawkins_3742_small.jpg | https://historicbridges.org/missouri/hawkins/little_hawkins_3742.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/hawkins/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.974890,-93.327880 | |||||||||||||
| 5836 | Green Bridge | This is a later, but classic example of a pin-connected Pratt truss bridge. The technical description of the main or most noteworthy span of the bridge is a 119 ft (36.27 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. | 37.037160 | -93.171110 | Smyrna Road | Finley Creek | Rural | Christian County, Missouri | Missouri | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | Metal | Deck | Girder | Fixed | 0 | 5 | 1912 | 2004 | Canton Bridge Company of Canton, Ohio | 7 | 7 | 119 | 36.27 | 281 | 85.65 | 11.8 | 3.6 | https://historicbridges.org/missouri/greenbridge/little_greenbridge_3319_small.jpg | https://historicbridges.org/missouri/greenbridge/little_greenbridge_3319.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/greenbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.037160,-93.171110 | ||||||||||
| 5837 | Ozark Mill Bridge | This rare Baltimore riveted through truss forms an attractive crossing for the City of Ozark, as the only truss bridge located in the city. The technical description of the main or most noteworthy span of the bridge is a 98 ft (29.87 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Pioneer Construction Company of Malvern, Arkansas. | 37.027240 | -93.207380 | West McCracken Street | Finley Creek | Ozark | Christian County, Missouri | Missouri | United States | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 10 | 2 | 0 | 0 | 1923 | 0 | Pioneer Construction Company of Malvern, Arkansas | 7 | 7 | 98 | 29.87 | 204 | 62.18 | 18 | 5.49 | https://historicbridges.org/missouri/ozarkmill/little_ozarkmill_3478_small.jpg | https://historicbridges.org/missouri/ozarkmill/little_ozarkmill_3478.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/ozarkmill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.027240,-93.207380 | ||||||||||||||
| 5838 | AR-7 Harp Creek Bridge | A rare example of a Luten arch bridge in Arkansas, this one was built by an in-state contractor. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Luten Bridge Company of Little Rock, Arkansas. The bridge was primarily designed by Arkansas State Highway Commission. | 36.082730 | -93.137250 | AR-7 | Harp Creek | Rural | Newton County, Arkansas | Arkansas | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 1 | Concrete | T-Beam | Fixed | 0 | 2 | 1928 | 0 | Luten Bridge Company of Little Rock, Arkansas | Arkansas State Highway Commission | 6 | 7 | 65 | 19.81 | 117 | 35.66 | 20 | 6.1 | https://historicbridges.org/arkansas/harp/little_harp_2707_8_9fus_small.jpg | https://historicbridges.org/arkansas/harp/little_harp_2707_8_9fus.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=arkansas/harp/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.082730,-93.137250 | |||||||||||
| 5839 | ! | Jefferson Avenue Footbridge | This is an extremely rare cantilever truss footbridge, and an early surviving cantilever truss of any type as well. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by J. W. Hoover of Kansas City, Missouri. | 37.230740 | -93.289240 | Jefferson Avenue (Pedestrian Walkway) | Railroad (BNSF) | Springfield | Greene County, Missouri | Missouri | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 20 | Cantilever | 3 | Metal | Queenpost | Rivet-Connected | Pony | Truss | Fixed | 3 | 1 | 1902 | 2002 | American Bridge Company of New York, New York | J. W. Hoover of Kansas City, Missouri | 9 | 9 | 175 | 53.34 | 562 | 171.3 | 0 | 0 | https://historicbridges.org/missouri/jeffersonstreet/little_jeffersonstreet_3886_small.jpg | https://historicbridges.org/missouri/jeffersonstreet/little_jeffersonstreet_3886.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/jeffersonstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.230740,-93.289240 | |||||
| 5840 | Dorman Bridge | This is a later but attractive example of a pin-connected Parker through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 37.920330 | -93.328740 | CR-273 | Pomme de Terre River | Rural | Hickory County, Missouri | Missouri | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 12 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 9 | 0 | 0 | Unknown | 7 | 7 | 200 | 60.96 | 404 | 123.14 | 13.8 | 4.21 | https://historicbridges.org/missouri/dormanbridge/little_dormanbridge_4357_small.jpg | https://historicbridges.org/missouri/dormanbridge/little_dormanbridge_4357.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/dormanbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.920330,-93.328740 | |||||||||||
| 5841 | Cedar Bluff Bridge | This traditional Pratt through truss carried a road that made a sharp ninety degree turn before crossing the bridge. The technical description of the main or most noteworthy span of the bridge is a 117 ft (35.66 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. Special note about bridge location: Bridge is closed to traffic, the approach from the east is good. | 37.750510 | -93.266000 | 346th Road (198th Road) | Lindley Creek | Rural | Polk County, Missouri | Missouri | United States | Bridge is closed to traffic, the approach from the east is good. | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1911 | 0 | Canton Bridge Company of Canton, Ohio | 7 | 7 | 117 | 35.66 | 159 | 48.46 | 11.5 | 3.51 | https://historicbridges.org/missouri/lindleycreek/little_lindleycreek_4042_small.jpg | https://historicbridges.org/missouri/lindleycreek/little_lindleycreek_4042.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/lindleycreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.750510,-93.266000 | ||||||||||
| 5842 | TR-138 South Fork Bridge | This impressive bedstead truss bridge stands abandoned with its approach washed away. The technical description of the main or most noteworthy span of the bridge is a 59 ft (17.98 m) metal pin-connected Pratt bedstead pony truss, fixed. The bridge was primarily built by Unknown. | 39.394200 | -89.325890 | CR-1100 East (TR-138) | South Fork Sangamon River | Rural | Christian County, Illinois | Illinois | United States | Metal | Pratt | Pin-Connected | Bedstead Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 1937 | Unknown | 7 | 7 | 59 | 17.98 | 91 | 27.74 | 13 | 3.96 | https://historicbridges.org/illinois/christiantr138/little_christiantr138_6103_small.jpg | https://historicbridges.org/illinois/christiantr138/little_christiantr138_6103.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/christiantr138/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.394200,-89.325890 | ||||||||||||||
| 5843 | CR-2200 East Bridge | TR-258 Bridge | This small bedstead pony truss has had its legs encased in a concrete abutment. The technical description of the main or most noteworthy span of the bridge is a 34 ft (10.36 m) metal pin-connected Pratt bedstead pony truss, fixed. The bridge was primarily built by Unknown. | 39.422830 | -89.118030 | CR-2200 East (TR-258) | Lake Fork | Rural | Christian County, Illinois | Illinois | United States | Metal | Pratt | Pin-Connected | Bedstead Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1898 | 0 | Unknown | 7 | 7 | 34 | 10.36 | 35 | 10.67 | 15.7 | 4.79 | https://historicbridges.org/illinois/christiantr258/little_christiantr258_5425_small.jpg | https://historicbridges.org/illinois/christiantr258/little_christiantr258_5425.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/christiantr258/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.422830,-89.118030 | |||||||||||||
| 5844 | Buskirk Ford Bridge | This short through truss is an extremely rare surviving bridge by the Morse Bridge Company, a builder known for unique and decorative details. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Morse Bridge Company of Youngstown, Ohio. | 39.928110 | -91.030520 | 2500th Street (TR-416) | McKee Creek | Rural | Adams County, Illinois | Illinois | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 1885 | 0 | Morse Bridge Company of Youngstown, Ohio | 8 | 9 | 72 | 21.95 | 91 | 27.74 | 13.8 | 4.21 | https://historicbridges.org/illinois/buskirkfordbridge/little_buskirkfordbridge_1976_7_8v_small.jpg | https://historicbridges.org/illinois/buskirkfordbridge/little_buskirkfordbridge_1976_7_8v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/buskirkfordbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.928110,-91.030520 | |||||||||||
| 5845 | Spengler Bridge | This is a very rare example of a bridge built by the Morse Bridge Company, which was known for their variety of designs and ornamental details. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Morse Bridge Company of Youngstown, Ohio. | 42.430840 | -73.598860 | Spangler Road | Kinderhook Creek | Rural | Columbia County, New York | New York | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1880 | 0 | Morse Bridge Company of Youngstown, Ohio | 8 | 9 | 140 | 42.67 | 148 | 45.11 | 14.8 | 4.51 | https://historicbridges.org/newyork/spengler/little_spangler_002_small.jpg | https://historicbridges.org/newyork/spengler/little_spangler_002.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/spengler/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.430840,-73.598860 | ||||||||||||||
| 5846 | River Road Bridge | Bridge E-28 | This remarkable bridge consists of a cantilever structure where a through truss bears on an unusual plate girder cantilever at one end. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal cantilever rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania. | 42.995000 | -74.738330 | River Road (CR-65) | Barge Canal | Rural | Montgomery County, New York | New York | United States | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 8 | Cantilever | 1 | Metal | Deck | Girder | Fixed | 0 | Cantilever | 4 | 1910 | 1948 | Penn Bridge Company of Beaver Falls, Pennsylvania | 9 | 9 | 200 | 60.96 | 359 | 109.42 | 15 | 4.57 | https://historicbridges.org/newyork/cr65/little_cr65_164_small.jpg | https://historicbridges.org/newyork/cr65/little_cr65_164.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/cr65/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.995000,-74.738330 | |||||||
| 5847 | CR-2475 North Bridge | TR-53 Buckhart Creek Bridge | Although abandoned, this remains an excellent and unaltered example of a bedstead pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal pin-connected Pratt bedstead pony truss, fixed. The bridge was primarily built by Lafayette Bridge Company of Lafayette, Indiana. | 39.709810 | -89.327920 | CR-2475 North (TR-53) | Buckhart Creek | Rural | Christian County, Illinois | Illinois | United States | Metal | Pratt | Pin-Connected | Bedstead Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Lafayette Bridge Company of Lafayette, Indiana | 8 | 8 | 60 | 18.29 | 61 | 18.59 | 13.5 | 4.11 | https://historicbridges.org/illinois/christian_tr53/little_christian_tr53_9403_4_5f_small.jpg | https://historicbridges.org/illinois/christian_tr53/little_christian_tr53_9403_4_5f.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/christian_tr53/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.709810,-89.327920 | |||||||||||||
| 5848 | CR-2200 East Bridge | TR-264 Flat Branch Bridge | This rivet-connected bedstead pony truss has been abandoned. The technical description of the main or most noteworthy span of the bridge is a 68 ft (20.73 m) metal rivet-connected Pratt bedstead pony truss, fixed. The bridge was primarily built by Unknown. | 39.608730 | -89.119290 | CR-2200 East (TR-264) | Flat Branch | Rural | Christian County, Illinois | Illinois | United States | Metal | Pratt | Rivet-Connected | Bedstead Pony | Truss | Fixed | 4 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | Unknown | 7 | 7 | 68 | 20.73 | 100 | 30.48 | 13 | 3.96 | https://historicbridges.org/illinois/christian_tr264/little_christian_tr264_9547_small.jpg | https://historicbridges.org/illinois/christian_tr264/little_christian_tr264_9547.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/christian_tr264/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.608730,-89.119290 | ||||||||||
| 5849 | CR-1800 North Bridge | TR-121 Big George Branch Bridge | This is a small but rare example of a riveted Warren bedstead truss bridge. The technical description of the main or most noteworthy span of the bridge is a 39 ft (11.89 m) metal rivet-connected Warren bedstead pony truss, fixed. The bridge was primarily built by Unknown. | 39.610840 | -89.054300 | CR-1800 North (TR-121) | Big George Branch | Rural | Christian County, Illinois | Illinois | United States | Metal | Warren | Rivet-Connected | Bedstead Pony | Truss | Fixed | 3 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | Unknown | 7 | 7 | 39 | 11.89 | 82 | 24.99 | 14 | 4.27 | https://historicbridges.org/illinois/christian_tr121/little_christian_tr121_9628_small.jpg | https://historicbridges.org/illinois/christian_tr121/little_christian_tr121_9628.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/christian_tr121/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.610840,-89.054300 | ||||||||||
| 5850 | CR-450 North Bridge | TR-297 Prairie Fork Bridge | This bedstead pony truss remains in decent condition despite flooding, with one huge exception being one of the endposts has broken. The technical description of the main or most noteworthy span of the bridge is a 61.4 ft (18.71 m) metal pin-connected Pratt bedstead pony truss, fixed. The bridge was primarily built by Unknown. | 39.414390 | -89.491150 | CR-450 North (TR-297) | Prairie Fork | Rural | Christian County, Illinois | Illinois | United States | Metal | Pratt | Pin-Connected | Bedstead Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 61.4 | 18.71 | 62 | 18.9 | 13.8 | 4.21 | https://historicbridges.org/illinois/christiantr297/little_christiantr297_6475_small.jpg | https://historicbridges.org/illinois/christiantr297/little_christiantr297_6475.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/christiantr297/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.414390,-89.491150 | |||||||||||||
| 5851 | CR-150 South Fork Bridge #1 | TR-343 South Fork Bridge #1 | Despite legs being encased in concrete, this is an excellent and rare example of a rivet-connected and Warren truss bedstead. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal rivet-connected Warren bedstead pony truss, fixed. The bridge was primarily built by Unknown. | 39.371010 | -89.313830 | CR-150 North (TR-343) | South Fork Sangamon River | Rural | Christian County, Illinois | Illinois | United States | Metal | Warren | Rivet-Connected | Bedstead Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 0 | Unknown | 8 | 8 | 50 | 15.24 | 51 | 15.54 | 13.8 | 4.21 | https://historicbridges.org/illinois/christiantr343a/little_christiantr343a_5968_small.jpg | https://historicbridges.org/illinois/christiantr343a/little_christiantr343a_5968.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/christiantr343a/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.371010,-89.313830 | |||||||||||||
| 5852 | TR-343 South Fork Bridge #2 | CR-150 South Fork Bridge #2 | Despite legs being partially encased in concrete, this is an excellent and rare example of a rivet-connected and Warren truss bedstead. The technical description of the main or most noteworthy span of the bridge is a 49 ft (14.94 m) metal rivet-connected Warren bedstead pony truss, fixed. The bridge was primarily built by Unknown. | 39.370890 | -89.307640 | CR-150 North (TR-343) | South Fork Sangamon River | Rural | Christian County, Illinois | Illinois | United States | Metal | Warren | Rivet-Connected | Bedstead Pony | Truss | Fixed | 3 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | Unknown | 8 | 8 | 49 | 14.94 | 80 | 24.38 | 13.5 | 4.11 | https://historicbridges.org/illinois/christiantr343b/little_christiantr343b_5692_small.jpg | https://historicbridges.org/illinois/christiantr343b/little_christiantr343b_5692.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/christiantr343b/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.370890,-89.307640 | ||||||||||
| 5853 | Satterlee Hollow Road Bridge | Berlin Bridge | Featuring a true curve to its top chord, this riveted truss bridge may be unique in the United States with its European style bowstring appearance. The technical description of the main or most noteworthy span of the bridge is a 52.8 ft (16.09 m) metal rivet-connected Bowstring pony truss, fixed. The bridge was primarily built by Unknown. | 42.701980 | -73.374700 | Satterlee Hollow Road | Little Hoosick River | Rural (Near Berlin) | Rensselaer County, New York | New York | United States | Metal | Bowstring | Rivet-Connected | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 1940 | Unknown | 9 | 9 | 52.8 | 16.09 | 52.8 | 16.09 | 16 | 4.88 | https://historicbridges.org/newyork/berlinbridge/little_berlinbr12_small.jpg | https://historicbridges.org/newyork/berlinbridge/little_berlinbr12.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/berlinbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.701980,-73.374700 | |||||||||||||
| 5856 | CR-575 North Bridge | TR-317 Becks Creek Bridge | Although closed, this remains a good example of a rare rivet-connected bedstead truss bridge. The technical description of the main or most noteworthy span of the bridge is a 59.4 ft (18.11 m) metal rivet-connected Pratt bedstead pony truss, fixed. The bridge was primarily built by Unknown. | 39.299190 | -89.003620 | CR-575 North (TR-317) | Becks Creek | Rural | Shelby County, Illinois | Illinois | United States | Metal | Pratt | Rivet-Connected | Bedstead Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1909 | 0 | Unknown | 7 | 7 | 59.4 | 18.11 | 60 | 18.29 | 13.8 | 4.21 | https://historicbridges.org/illinois/shelbytr317/little_shelbytr317_5293_small.jpg | https://historicbridges.org/illinois/shelbytr317/little_shelbytr317_5293.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/shelbytr317/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.299190,-89.003620 | |||||||||||||
| 5857 | CR-375 North Bridge | TR-373 Becks Creek Bridge | This is an abandoned but outstanding example of a bedstead truss bridge, due to its intact and unaltered legs. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) metal pin-connected Pratt bedstead pony truss, fixed. The bridge was primarily built by Unknown. | 39.266330 | -89.006610 | CR-375 North (TR-373) | Becks Creek | Rural | Shelby County, Illinois | Illinois | United States | Metal | Pratt | Pin-Connected | Bedstead Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1899 | 1991 | Unknown | 8 | 8 | 65 | 19.81 | 65 | 19.81 | 13.5 | 4.11 | https://historicbridges.org/illinois/shelbytr373/little_shelbytr373_5056_small.jpg | https://historicbridges.org/illinois/shelbytr373/little_shelbytr373_5056.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/shelbytr373/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.266330,-89.006610 | |||||||||||||
| 5858 | Vachel Lindsay Bridge | This is one of the largest examples in the country of an extremely rare bridge type, a cantilevered concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) concrete cantilever Closed Spandrel (Ribbed) deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Burns and McDonnell of Kansas City, Missouri. | 39.726890 | -89.594980 | Long Bay Drive | Lake Springfield | Springfield | Sangamon County, Illinois | Illinois | United States | Concrete | Closed Spandrel (Ribbed) | Deck | Arch | Fixed | 0 | Cantilever | 11 | Concrete | Closed Spandrel (Ribbed) | Deck | Arch | Fixed | 0 | 10 | 1933 | 0 | Unknown | Burns and McDonnell of Kansas City, Missouri | 8 | 9 | 100 | 30.48 | 1398 | 426.11 | 22 | 6.71 | https://historicbridges.org/illinois/vachellindsay/little_vachellindsay_6559_small.jpg | https://historicbridges.org/illinois/vachellindsay/little_vachellindsay_6559.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/vachellindsay/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.726890,-89.594980 | ||||||||
| 5959 | 35th Street Bridge | This is an ancient and rare railroad Whipple truss that long ago was relocated here to serve as a highway overpass. The technical description of the main or most noteworthy span of the bridge is a 255 ft (77.72 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Unknown. | 40.618320 | -91.357970 | 35th Street | Railroad (BNSF) (Fort Madison Yard) | Fort Madison | Lee County, Iowa | Iowa | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 11 | 1 | Metal | Through | Girder | Fixed | 0 | 0 | 1888 | 1934 | Unknown | 8 | 8 | 255 | 77.72 | 615 | 187.45 | 0 | 0 | https://historicbridges.org/iowa/35thstreet/little_35thstreet_9721_2_3b_small.jpg | https://historicbridges.org/iowa/35thstreet/little_35thstreet_9721_2_3b.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/35thstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.618320,-91.357970 | ||||||||||
| 5960 | ! | Cascade Bridge | This is a rare example of a high level style pin-connected Baltimore deck truss. The technical description of the main or most noteworthy span of the bridge is a 204 ft (62.18 m) metal pin-connected Baltimore deck truss, fixed. The bridge was primarily built by Milwaukee Bridge and Iron Works of Milwaukee, Wisconsin. The bridge was primarily designed by Boynton and Warriner of Cedar Rapids, Iowa. | 40.781780 | -91.098620 | South Main Street | Cascade Ravine | Burlington | Des Moines County, Iowa | Iowa | United States | Metal | Baltimore | Pin-Connected | Deck | Truss | Fixed | 12 | 1 | Metal | Pratt | Pin-Connected | Deck | Truss | Fixed | 0 | 3 | 1896 | 1960 | Milwaukee Bridge and Iron Works of Milwaukee, Wisconsin | Boynton and Warriner of Cedar Rapids, Iowa | 8 | 8 | 204 | 62.18 | 464 | 141.43 | 30 | 9.14 | https://historicbridges.org/iowa/cascadebridge/little_cascadebridge_0325_6_7b_small.jpg | https://historicbridges.org/iowa/cascadebridge/little_cascadebridge_0325_6_7b.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/cascadebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.781780,-91.098620 | ||||||
| 5961 | Bolivia Road Bridge | Lanesville Bridge | This bridge is noted for its use of ornamentation, which was unusual for bridges in rural locations. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by J. T. Garrett of St. Louis, Missouri. | 39.767410 | -89.345490 | Bolivia Road (CR-1000 East, TR-518) | Sangamon River | Rural | Sangamon County, Illinois and Christian County, Illinois | Illinois | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 10 | 1 | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 3 | 20 | 1901 | 0 | J. T. Garrett of St. Louis, Missouri | 7 | 8 | 180 | 54.86 | 622 | 189.59 | 15 | 4.57 | https://historicbridges.org/illinois/boliviaroadbridge/little_boliviaroadbridge_9050_1_2v_small.jpg | https://historicbridges.org/illinois/boliviaroadbridge/little_boliviaroadbridge_9050_1_2v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/boliviaroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.767410,-89.345490 | |||||||
| 5962 | Hazen Bridge | Newcomb Bridge | This bridge is unique and highly significant for its substructure consisting of cast iron bents. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal (cast iron) pin-connected Pratt through truss, fixed. The bridge was primarily built by Seevers Manufacturing Company of Oskaloosa, Iowa. | 40.252730 | -88.383580 | CR-2600 North (TR-85) | Sangamon River | Rural | Champaign County, Illinois | Illinois | United States | Metal (Cast Iron) | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 14 | 1893 | 0 | Seevers Manufacturing Company of Oskaloosa, Iowa | 9 | 9 | 120 | 36.58 | 359 | 109.42 | 13.5 | 4.11 | https://historicbridges.org/illinois/hazen/little_hazen_8063_small.jpg | https://historicbridges.org/illinois/hazen/little_hazen_8063.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/hazen/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.252730,-88.383580 | ||||||||||
| 5963 | Phoenix Bridge | Ball Park Road Bridge | This is one of the finest Phoenix column truss bridges in the country, and also has an unusual riveted Warren deck truss span as well. The technical description of the main or most noteworthy span of the bridge is a 152 ft (46.33 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. | 37.649080 | -79.831050 | Ball Park Road (VA-685) | Craig Creek | Rural | Botetourt County, Virginia | Virginia | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | Metal | Warren (No Verticals) | Rivet-Connected | Deck | Truss | Fixed | 0 | 1 | 1887 | 1963 | Phoenix Bridge Company of Phoenixville, Pennsylvania | 9 | 9 | 152 | 46.33 | 267 | 81.38 | 11.5 | 3.51 | https://historicbridges.org/virginia/phoenixbridge/little_phoenixbridge_1013_4_5vibra_small.jpg | https://historicbridges.org/virginia/phoenixbridge/little_phoenixbridge_1013_4_5vibra.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/phoenixbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.649080,-79.831050 | |||||||
| 5964 | Linville Creek Bridge | One of the last surviving examples of a bridge with the rare Thacher truss configuration, this bypassed bridge also has unique cast iron details. The technical description of the main or most noteworthy span of the bridge is a 136 ft (41.45 m) metal pin-connected Thacher through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 38.606190 | -78.803180 | VA-1421 (Old Alignment) | Linville Creek | Broadway | Rockingham County, Virginia | Virginia | United States | Metal | Thacher | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1898 | 0 | Wrought Iron Bridge Company of Canton, Ohio | 9 | 10 | 136 | 41.45 | 136 | 41.45 | 10.8 | 3.29 | https://historicbridges.org/virginia/linvillecreekbridge/little_linvillecreekbridge_4516_small.jpg | https://historicbridges.org/virginia/linvillecreekbridge/little_linvillecreekbridge_4516.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/linvillecreekbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.606190,-78.803180 | ||||||||||||||
| 5965 | 皋唐三路桥 (Gaotang 3rd Road Bridge) | This extremely rare concrete truss bridge has been rehabilitated and continues to carry local traffic next to a newer bridge. The technical description of the main or most noteworthy span of the bridge is a 178 ft (54.25 m) concrete Howe through truss, fixed. The bridge was primarily built by Unknown. | 30.284262 | 120.205235 | Gaotang 3rd Road (皋唐三路) | Grand Canal (大运河) | Hangzhou (杭州) | Jianggan District (江干区), Zhejiang (浙江) | Zhejiang (浙江) | China (中国) | Concrete | Howe | Through | Truss | Fixed | 10 | 1 | 0 | 2 | 0 | 0 | Unknown | 9 | 9 | 178 | 54.25 | 223 | 67.97 | 0 | 0 | https://historicbridges.org/china/gaotang/little_gaotang3rdroadbridge_brg_8889_90_91vib_small.jpg | https://historicbridges.org/china/gaotang/little_gaotang3rdroadbridge_brg_8889_90_91vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=china/gaotang/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.284262,120.205235 | |||||||||||||||
| 5966 | 钱塘江大桥 (Qiantang River Bridge) | 钱江一桥 (Qianjiang Bridge) | The work of a famous Chinese engineer, and one of the earliest surviving large river bridges in China, this is an extremely long double-deck truss bridge. The technical description of the main or most noteworthy span of the bridge is a 220 ft (67.06 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Dorman Long of Middlesbrough, England. The bridge was primarily designed by Mao Yisheng (茅以升). | 30.194779 | 120.134894 | Hupao Road (虎跑路), Jiangnan Avenue (江南大道), and Railroad | Qiantang River (钱塘江) | Hangzhou (杭州) | Shangcheng District (上城区) and Binjiang District (滨江区), Zhejiang (浙江) | Zhejiang (浙江) | China (中国) | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 8 | 16 | Metal | Solid Ribbed Spandrel Braced | Deck | Arch | Fixed | 8 | 0 | 1937 | 1953 | Dorman Long of Middlesbrough, England | Mao Yisheng (茅以升) | 10 | 10 | 220 | 67.06 | 3517 | 1071.98 | 0 | 0 | https://historicbridges.org/china/qiantang/little_qiantangriverbridge_brg_6737_8_9vib_small.jpg | https://historicbridges.org/china/qiantang/little_qiantangriverbridge_img_20171001_160757.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=china/qiantang/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.194779,120.134894 | |||||||
| 5967 | Madawaska Railway Bridge | This rare railroad pony truss bridge was reconfigured and reused as a trail bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 45.503680 | -77.978910 | Railroad (Rail-Trail) | Madawaska River | Madawaska | Nipissing District, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1895 | 2011 | Unknown | 7 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/madawaskarr/little_dsc_0035_small.jpg | https://historicbridges.org/ontario/madawaskarr/little_dsc_0035.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/madawaskarr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.503680,-77.978910 | |||||||||||
| 5968 | Madawaska KH-60 Bridge | Although altered and not visually remarkable, this t-beam design is uncommon in Ontario. The technical description of the main or most noteworthy span of the bridge is a 59 ft (17.98 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. | 45.502640 | -77.978230 | KH-60 | Madawaska River | Madawaska | Nipissing District, Ontario | Ontario | Canada | Concrete | T-Beam | Fixed | 0 | 3 | 0 | 0 | 1942 | 1996 | Unknown | 2 | 2 | 59 | 17.98 | 157.5 | 48.01 | 0 | 0 | https://historicbridges.org/ontario/madawaskahwy/little_dsc_0031edit_small.jpg | https://historicbridges.org/ontario/madawaskahwy/little_dsc_0031edit.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/madawaskahwy/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.502640,-77.978230 | |||||||||||||||||
| 5969 | Pakenham Bridge | Five-Span Stone Bridge | This is an outstanding, long, and extremely rare example of a stone arch bridge in Canada. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) stone Segmental deck arch, fixed. The bridge was primarily built by O'Toole and Keating of Ottawa, Ontario. | 45.335640 | -76.287070 | Kinburn Side Road (CR-20) | Mississippi River | Pakenham (Mississippi Mills) | Lanark County, Ontario | Ontario | Canada | Stone | Segmental | Deck | Arch | Fixed | 0 | 5 | 0 | 0 | 1901 | 1984 | O'Toole and Keating of Ottawa, Ontario | 9 | 9 | 40 | 12.19 | 268 | 81.69 | 0 | 0 | https://historicbridges.org/ontario/pakenham/little_lookingeastnorthside_small.jpg | https://historicbridges.org/ontario/pakenham/little_lookingeastnorthside.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/pakenham/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.335640,-76.287070 | ||||||||||||||
| 5970 | Inholmes Bridge | This is an early and unaltered surviving example of a concrete t-beam in Ontario of decent span length for this type of bridge. The technical description of the main or most noteworthy span of the bridge is a concrete t-beam, fixed. The bridge was primarily built by Unknown. | 45.503150 | -79.783220 | Broadbent Road | Manitouwabing River | Inholmes (Township of Mckellar) | Parry Sound District, Ontario | Ontario | Canada | Concrete | T-Beam | Fixed | 0 | 1 | 0 | 0 | 0 | 2009 | Unknown | 5 | 8 | 0 | 0 | 82 | 24.99 | 0 | 0 | https://historicbridges.org/ontario/inholmsbridge/little_elevationwest_small.jpg | https://historicbridges.org/ontario/inholmsbridge/little_elevationwest.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/inholmsbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.503150,-79.783220 | |||||||||||||||||
| 5971 | Whitney Bridge | This is a rare example of a concrete arch bridge in this region of Ontario. The technical description of the main or most noteworthy span of the bridge is a 99 ft (30.18 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 45.494200 | -78.239320 | KH-60 | Madawaska River | Whitney | Nipissing District, Ontario | Ontario | Canada | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1941 | 2016 | Unknown | 6 | 6 | 99 | 30.18 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/whitneyhwy/little_dsc_0048_small.jpg | https://historicbridges.org/ontario/whitneyhwy/little_dsc_0048.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/whitneyhwy/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.494200,-78.239320 | |||||||||||||||
| 5972 | Conley Bridge | This bridge is a traditional Warren pony truss bridge from the 1940s. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Ontario Bridge Company of Toronto, Ontario. | 45.133250 | -75.910670 | Jock Trail | Jock River | Ottawa (Rural) | Ottawa City, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1947 | 1994 | Ontario Bridge Company of Toronto, Ontario | 6 | 5 | 60 | 18.29 | 60 | 18.29 | 0 | 0 | https://historicbridges.org/ontario/conleybridge/little_northchord_small.jpg | https://historicbridges.org/ontario/conleybridge/little_northchord.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/conleybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.133250,-75.910670 | ||||||||||||||
| 5973 | Galetta Railway Bridge | This railway bridge is an early rivet-connected truss bridge with an uncommon truss configuration. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. | 45.423260 | -76.252560 | Railroad (Arnprior-Nepean Railway Contracted to Canadian National) (Renfrew Spur) | Mississippi River | Ottawa (Galetta) | Ottawa City, Ontario | Ontario | Canada | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 2 | 0 | 0 | 1893 | 0 | Dominion Bridge Company of Montréal, Québec | 9 | 9 | 140 | 42.67 | 280 | 85.34 | 0 | 0 | https://historicbridges.org/ontario/galettarailbridge/little_southelevation_small.jpg | https://historicbridges.org/ontario/galettarailbridge/little_southelevation.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/galettarailbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.423260,-76.252560 | ||||||||||||||
| 5974 | Mohrs Road Railroad Overpass | This is the last remaining timber overpass bridge in Ottawa. The technical description of the main or most noteworthy span of the bridge is a wood stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 45.423260 | -76.253580 | Railroad (Arnprior-Nepean Railway) (Renfrew Spur) | Mohrs Road | Ottawa (Galletta) | Ottawa City, Ontario | Ontario | Canada | Wood | Stringer (Multi-Beam) | Fixed | 0 | 3 | 0 | 0 | 0 | 0 | Unknown | 5 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/mohrsroadrailoverhead/little_elevationsouth_small.jpg | https://historicbridges.org/ontario/mohrsroadrailoverhead/little_elevationsouth.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/mohrsroadrailoverhead/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.423260,-76.253580 | |||||||||||||||||
| 5975 | Mohrs Road Bridge | 5th Concession Bridge | This is a small but early and uncommon Ontario example of a concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 45.422780 | -76.253590 | Mohrs Road | Mississippi River | Ottawa (Galletta) | Ottawa City, Ontario | Ontario | Canada | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1919 | 0 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/mohrsroadarchbridge/little_elevationeast_small.jpg | https://historicbridges.org/ontario/mohrsroadarchbridge/little_elevationeast.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/mohrsroadarchbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.422780,-76.253590 | ||||||||||||||
| 5976 | Szabadság híd (Liberty Bridge) | Franz Joseph Bridge (Ferenc József híd), Fővám téri híd | This bridge is one of the most ornamented metal truss bridges in the world, and is also noted for its early and graceful cantilever truss design. The technical description of the main or most noteworthy span of the bridge is a 560.2 ft (170.75 m) metal cantilever rivet-connected Pratt through truss, fixed. The bridge was primarily built by Hungarian Royal State Iron, Steel and Machine Factory of Budapest, Hungary. The bridge was primarily designed by János Feketeházy and Szántó Albert. | 47.485720 | 19.054950 | Kelenhegyi út and Vámház körút | Danube River (Duna) | Budapest | Pest County, Central Hungary (Pest megye, Magyarország) | Central Hungary | Hungary (Magyarország) | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 0 | Cantilever | 3 | 0 | 0 | 1896 | 2009 | Hungarian Royal State Iron, Steel and Machine Factory of Budapest, Hungary | János Feketeházy and Szántó Albert | 10 | 10 | 560.2 | 170.75 | 1094.5 | 333.6 | 66 | 20.12 | https://historicbridges.org/hungary/libertybridge/little_libertybridge_2017_07_02_12_53-023_small.jpg | https://historicbridges.org/hungary/libertybridge/little_libertybridge_2017_07_02_12_53-023.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=hungary/libertybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.485720,19.054950 | |||||||||||
| 5977 | Döblinger Steg (Döblinger Footbridge) | This is a beautiful footbridge with impressive ornamental portals. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal (arch and suspended deck) rivet-connected Pratt through truss, fixed. The bridge was primarily built by Aktiengesellschaft R. Ph. Waagner - L. J. Biró and A. Kurz of Vienna, Austria. The bridge was primarily designed by Friedrich Jäckel and Josef Luger. | 48.239780 | 16.363700 | Pedestrian Walkway | Danube Canal (Donaukanal) | Vienna (Wien) | Vienna (Wien) | Vienna (Wien) | Austria (Österreich) | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 0 | (Arch and Suspended Deck) | 1 | 0 | 0 | 1911 | 1997 | Aktiengesellschaft R. Ph. Waagner - L. J. Biró and A. Kurz of Vienna, Austria | Friedrich Jäckel and Josef Luger | 7 | 8 | 200 | 60.96 | 0 | 0 | 16.4 | 5 | https://historicbridges.org/austria/doblingersteg/little_doblingersteg_2017_07_04_19_38-006_7_8v_small.jpg | https://historicbridges.org/austria/doblingersteg/little_doblingersteg_2017_07_04_19_38-006_7_8v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=austria/doblingersteg/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.239780,16.363700 | ||||||||||||
| 5978 | Marienbrücke (Queen Mary's Bridge) | Due to its age, integrity, association with an important German engineer, and its unique location in the shadow of a famous castle, this is among the most significant historic bridges in Germany. The technical description of the main or most noteworthy span of the bridge is a 115 ft (35.05 m) metal hingeless Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily built by Maschinenbau-Gesellschaft Nürnberg, Klett & Co.. The bridge was primarily designed by Heinrich Gottfried Gerber. | 47.555050 | 10.749390 | Pedestrian Walkway | Pollät Gorge | Schwangau (Hohenschwangau) | Swabia (Schwaben), Bavaria (Bayern) | Bavaria (Bayern) | Germany (Deutschland) | Metal | Solid Ribbed Spandrel Braced | Hingeless | Deck | Arch | Fixed | 10 | 1 | 0 | 0 | 1866 | 2016 | Maschinenbau-Gesellschaft Nürnberg, Klett & Co. | Heinrich Gottfried Gerber | 10 | 10 | 115 | 35.05 | 115 | 35.05 | 0 | 0 | https://historicbridges.org/germany/neuschwansteincastle/little_neuschwansteincastlebridge_2017_07_07_12_21-039b_small.jpg | https://historicbridges.org/germany/neuschwansteincastle/little_neuschwansteincastlebridge_2017_07_07_12_21-039b.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=germany/neuschwansteincastle/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.555050,10.749390 | |||||||||||||
| 5979 | Schloss Linderhof Brücke (Linderhof Palace Bridge) | Although bypassed by a new entrance roadway and bridge now, this bridge appears to be the former main entrance and bridge for Linderhof Palace. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. | 47.569250 | 10.959020 | Old Palace Entrance Road | Linder River | Rural | Upper Bavaria (Oberbayern), Bavaria (Bayern) | Bavaria (Bayern) | Germany (Deutschland) | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 8 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/germany/linderhofpalacebridge/little_linderhofpalacebridge_2017_07_07_16_56-012_small.jpg | https://historicbridges.org/germany/linderhofpalacebridge/little_linderhofpalacebridge_2017_07_07_16_56-012.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=germany/linderhofpalacebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.569250,10.959020 | ||||||||||||||
| 5980 | Rheinbrücke Waldshut–Koblenz (Waldshut-Koblenz Bridge) | This outstanding lattice girder is noted as the oldest surviving intact railway bridge on the Rhine. The technical description of the main or most noteworthy span of the bridge is a 180.1 ft (54.89 m) metal rivet-connected Lattice deck girder, fixed. The bridge was primarily built by Gebrüder Benckiser of Pforzheim, Germany. The bridge was primarily designed by Robert Gerwig. | 47.609190 | 8.234060 | Railroad (S-Bahn Aargau and S-Bahn Zürich) | Rhine River (Rhein) | Waldshut-Tiengen and Koblenz | Freiburg, Baden-Württemberg and Aargau | Baden-Württemberg and Aargau | Germany (Deutschland) and Switzerland (Schweiz) | Metal | Lattice | Rivet-Connected | Deck | Girder | Fixed | 0 | 3 | Stone | Semicircular | Deck | Arch | Fixed | 0 | 6 | 1859 | 2014 | Gebrüder Benckiser of Pforzheim, Germany | Robert Gerwig | 10 | 10 | 180.1 | 54.89 | 623.3 | 189.98 | 0 | 0 | https://historicbridges.org/switzerland/koblenzbridge/little_koblenzbridge_2017_07_10_08_32-006_small.jpg | https://historicbridges.org/switzerland/koblenzbridge/little_koblenzbridge_2017_07_10_08_32-006.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=switzerland/koblenzbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.609190,8.234060 | ||||||||
| 5981 | Pont des Amours (Bridge of Loves) | This handsome riveted steel arch footbridge is a popular local crossing. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) metal Solid Ribbed deck arch, fixed. The bridge was primarily built by Charles Galletto. The bridge was primarily designed by Gaspard Fruaüf. | 45.900210 | 6.131370 | Pedestrian Walkway | Canal du Vassé | Annecy | Haute-Savoie, Auvergne-Rhône-Alpes | Auvergne-Rhône-Alpes | France | Metal | Solid Ribbed | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1907 | 0 | Charles Galletto | Gaspard Fruaüf | 5 | 7 | 72 | 21.95 | 72 | 21.95 | 0 | 0 | https://historicbridges.org/france/annecyamours/little_annecyfrance_2017_07_08_21_26-015_small.jpg | https://historicbridges.org/france/annecyamours/little_annecyfrance_2017_07_08_21_26-015.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=france/annecyamours/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.900210,6.131370 | ||||||||||||||
| 5982 | Pont Sur Le Thiou | This stone arch bridge carries heavy pedestrian traffic in the heart of Annecy. The technical description of the main or most noteworthy span of the bridge is a 54 ft (16.46 m) stone Elliptical deck arch, fixed. The bridge was primarily built by Unknown. | 45.898500 | 6.127830 | Rue Perrière | Le Thiou | Annecy | Haute-Savoie, Auvergne-Rhône-Alpes | Auvergne-Rhône-Alpes | France | Stone | Elliptical | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | Unknown | 2 | 3 | 54 | 16.46 | 54 | 16.46 | 0 | 0 | https://historicbridges.org/france/annecystonearchbridge/little_annecystonearchbridge_2017_07_08_21_59-006_small.jpg | https://historicbridges.org/france/annecystonearchbridge/little_annecystonearchbridge_2017_07_08_21_59-006.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=france/annecystonearchbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.898500,6.127830 | |||||||||||||||
| 5983 | Zollamtssteg | This beautiful bridge is made unique because it crosses over a historic railway truss bridge as well. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal Solid Ribbed through arch, fixed. The bridge was primarily built by Anton Biró. The bridge was primarily designed by Martin Paul. | 48.209810 | 16.384420 | Pedestrian Walkway | Wien River (Wienfluss) and Railroad (U-Bahn-Linie U4) | Vienna (Wien) | Vienna (Wien) | Vienna (Wien) | Austria (Österreich) | Metal | Solid Ribbed | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1900 | 0 | Anton Biró | Martin Paul | 9 | 9 | 105 | 32 | 105 | 32 | 0 | 0 | https://historicbridges.org/austria/zollamtssteg/little_zollamtssteg_2017_07_03_14_59-003_4_5v_small.jpg | https://historicbridges.org/austria/zollamtssteg/little_zollamtssteg_2017_07_03_14_59-003_4_5v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=austria/zollamtssteg/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.209810,16.384420 | ||||||||||||||
| 5984 | Zollamtsbrücke | Wienflussbrücke | This bridge allows the U-Bahn subway to emerge from the underground and cross the river directly under a footbridge. The technical description of the main or most noteworthy span of the bridge is a metal continuous rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Anton Biró. The bridge was primarily designed by Otto Koloman Wagner. | 48.209950 | 16.384350 | Railroad (U-Bahn-Linie U4) | Wien River (Wienfluss) | Vienna (Wien) | Vienna (Wien) | Vienna (Wien) | Austria (Österreich) | Metal | Double-Intersection Warren | Rivet-Connected | Pony | Truss | Fixed | 0 | Continuous | 1 | 0 | 0 | 1900 | 0 | Anton Biró | Otto Koloman Wagner | 9 | 9 | 0 | 0 | 211.1 | 64.34 | 0 | 0 | https://historicbridges.org/austria/zollamtsbrucke/little_zollamtssteg_2017_07_03_14_50_-001_-002v_small.jpg | https://historicbridges.org/austria/zollamtsbrucke/little_zollamtssteg_2017_07_03_14_50_-001_-002v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=austria/zollamtsbrucke/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.209950,16.384350 | |||||||||||
| 5985 | L | Arlington Memorial Bridge | The National Park Service chose to demolish and replace the main span of this bridge, one of the most beautiful and unique bascule spans in the world. The technical description of the main or most noteworthy span of the bridge is a 225 ft (68.58 m) metal rivet-connected deck truss, movable: double leaf bascule, Strauss Trunnion. The bridge was primarily built by Hunkin-Conkey Construction Company of Cleveland, Ohio. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. | 38.887330 | -77.055550 | Memorial Avenue | Potomac River | Washington | District of Columbia | District of Columbia | United States | Metal | Rivet-Connected | Deck | Truss | Movable: Double Leaf Bascule | Strauss Trunnion | 0 | 1 | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 10 | 1932 | 1986 | Hunkin-Conkey Construction Company of Cleveland, Ohio | Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois | 9 | 10 | 225 | 68.58 | 2057 | 626.97 | 60 | 18.29 | https://historicbridges.org/dc/memorialbridge/little_memorialbridge_5581_2_3bal_small.jpg | https://historicbridges.org/dc/memorialbridge/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=dc/memorialbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.887330,-77.055550 | |||||||
| 5986 | Széchenyi lánchíd (Chain Bridge) | This is the most famous bridge in Budapest and has a long history as an important crossing for the city. The technical description of the main or most noteworthy span of the bridge is a 663 ft (202.08 m) metal pony truss stiffening eyebar chain suspension, fixed. The bridge was primarily built by Adam Clark. The bridge was primarily designed by William Tierney Clark. | 47.498960 | 19.043720 | Alagút út | Danube River (Duna) | Budapest | Pest County, Central Hungary (Pest megye, Magyarország) | Central Hungary | Hungary (Magyarország) | Metal | Pony Truss Stiffening | Eyebar Chain | Suspension | Fixed | 0 | 3 | 0 | 0 | 1849 | 1949 | Adam Clark | William Tierney Clark | 10 | 10 | 663 | 202.08 | 1230 | 374.9 | 0 | 0 | https://historicbridges.org/hungary/chainbridge/little_chainbridge_2017_07_02_04_49-014_small.jpg | https://historicbridges.org/hungary/chainbridge/little_chainbridge_2017_07_02_04_49-014.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=hungary/chainbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.498960,19.043720 | ||||||||||||||
| 5987 | Pont Charles-Albert (Charles Albert Bridge) | Pont de la Caille | This ancient suspension bridge is noted for its height above the river and its unique towers that look like part of a castle. The technical description of the main or most noteworthy span of the bridge is a 630 ft (192.02 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Émile Fulrand Belin. | 46.012130 | 6.111390 | D3B | Les Usses | Allonzier-la-Caille | Haute-Savoie, Auvergne-Rhône-Alpes | Auvergne-Rhône-Alpes | France | Metal | Pony Truss Stiffening | Wire Cable | Suspension | Fixed | 0 | 1 | 0 | 0 | 1839 | 2007 | Unknown | Émile Fulrand Belin | 10 | 10 | 630 | 192.02 | 630 | 192.02 | 0 | 0 | https://historicbridges.org/france/francecharlesalbertbridge/little_francecharlesalbertbridge_2017_07_08_20_10-021_2_3v_small.jpg | https://historicbridges.org/france/francecharlesalbertbridge/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=france/francecharlesalbertbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.012130,6.111390 | |||||||||||||
| 5988 | Pont Caquot (Caquot Bridge) | Pont Neuf | This large concrete arch bridge constructed high above the river it crosses was a replacement for the nearby 1839 suspension bridge. The technical description of the main or most noteworthy span of the bridge is a 451 ft (137.46 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Compagnie Lyonnaise d'Entreprises. The bridge was primarily designed by Albert Irénée Caquot. | 46.011990 | 6.112140 | D1201 | Les Usses | Allonzier-la-Caille | Haute-Savoie, Auvergne-Rhône-Alpes | Auvergne-Rhône-Alpes | France | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 6 | 1928 | 2010 | Compagnie Lyonnaise d'Entreprises | Albert Irénée Caquot | 8 | 8 | 451 | 137.46 | 761 | 231.95 | 0 | 0 | https://historicbridges.org/france/caquotbridge/little_francecharlesalbertbridge_2017_07_08_20_07-036_7_8v_small.jpg | https://historicbridges.org/france/caquotbridge/little_francecharlesalbertbridge_2017_07_08_20_07-036_7_8v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=france/caquotbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.011990,6.112140 | |||||||||||||
| 5989 | Kleine Ungarbrücke (Little Hungarian Bridge) | This very ornate bridge is a former vehicular bridge that was relocated here in 1898, and turned into a footbridge. The technical description of the main or most noteworthy span of the bridge is a 85.3 ft (26 m) metal Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily built by Société Anonyme des Hauts Fourneaux, Usines et Charbonnages de Sclessin of Liège, Belgium. The bridge was primarily designed by August Köstlin and Anton Battig. | 48.205680 | 16.381760 | Pedestrian Walkway | Wien River (Wienfluss) and Railroad (U-Bahn-Linie U4) | Vienna (Wien) | Vienna (Wien) | Vienna (Wien) | Austria (Österreich) | Metal | Solid Ribbed Spandrel Braced | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1872 | 1980 | Société Anonyme des Hauts Fourneaux, Usines et Charbonnages de Sclessin of Liège, Belgium | August Köstlin and Anton Battig | 9 | 9 | 85.3 | 26 | 85.3 | 26 | 38 | 11.58 | https://historicbridges.org/austria/kleineungarbrucke/little_stadtpark_2017_07_03_15_11-018_19_20v_small.jpg | https://historicbridges.org/austria/kleineungarbrucke/little_stadtpark_2017_07_03_15_11-018_19_20v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=austria/kleineungarbrucke/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.205680,16.381760 | ||||||||||||||
| 5990 | Margit híd (Margaret Bridge) | This unique and beautiful arch bridge has a bend halfway across the river and a branch span to a nearby island. The technical description of the main or most noteworthy span of the bridge is a 288 ft (87.78 m) metal two-hinged Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily designed by Ernest Goüin and Société de Construction des Batignolles. | 47.514730 | 19.043530 | Szent István körút (Nagykörút) and Margit körút | Danube River (Duna) | Budapest | Pest County, Central Hungary (Pest megye, Magyarország) | Central Hungary | Hungary (Magyarország) | Metal | Solid Ribbed Spandrel Braced | Two-Hinged | Deck | Arch | Fixed | 0 | 6 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1876 | 2011 | Ernest Goüin and Société de Construction des Batignolles | 9 | 9 | 288 | 87.78 | 1993.4 | 607.59 | 36.3 | 11.06 | https://historicbridges.org/hungary/margaretbridge/little_margaretbridge_2017_07_02_07_20-013_small.jpg | https://historicbridges.org/hungary/margaretbridge/little_margaretbridge_2017_07_02_07_20-013.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=hungary/margaretbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.514730,19.043530 | |||||||||||
| 5991 | Erzsébet híd (Elisabeth Bridge) | Unlike the other bridges destroyed in the war, this was one bridge which was replaced with a new bridge that did not resemble the destroyed bridge. The technical description of the main or most noteworthy span of the bridge is a 951.4 ft (289.99 m) metal plate girder stiffening wire cable suspension, fixed. The bridge was primarily built by Ganz–MÁVAG. The bridge was primarily designed by Sávoly Pál. | 47.490900 | 19.049220 | Szabad sajtó út | Danube River (Duna) | Budapest | Pest County, Central Hungary (Pest megye, Magyarország) | Central Hungary | Hungary (Magyarország) | Metal | Plate Girder Stiffening | Wire Cable | Suspension | Fixed | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1964 | 0 | Ganz–MÁVAG | Sávoly Pál | 7 | 7 | 951.4 | 289.99 | 1242.1 | 378.59 | 0 | 0 | https://historicbridges.org/hungary/elisabethbridge/little_elisabethbridge_2017_07_02_13_10-009_10_11v_small.jpg | https://historicbridges.org/hungary/elisabethbridge/little_elisabethbridge_2017_07_02_13_10-009_10_11v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=hungary/elisabethbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.490900,19.049220 | |||||||||||
| 5992 | Petőfi híd (Petőfi Bridge) | This relatively simple looking continuous deck truss bridge is a contrast to the more ornate bridges in Budapest. The technical description of the main or most noteworthy span of the bridge is a 505.2 ft (153.98 m) metal continuous rivet-connected Warren deck truss, fixed. The bridge was primarily built by Hungarian Royal State Iron, Steel and Machine Factory of Budapest, Hungary. The bridge was primarily designed by Álgyai Hubert Pál. | 47.478850 | 19.063360 | Ferenc körút (Nagykörút) and Irinyi József utca | Danube River (Duna) | Budapest | Pest County, Central Hungary (Pest megye, Magyarország) | Central Hungary | Hungary (Magyarország) | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 26 | Continuous | 3 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 0 | 1937 | 1996 | Hungarian Royal State Iron, Steel and Machine Factory of Budapest, Hungary | Álgyai Hubert Pál | 5 | 6 | 505.2 | 153.98 | 1240.2 | 378.01 | 0 | 0 | https://historicbridges.org/hungary/petofibridge/little_petofibridge_2017_07_02_12_45-014_small.jpg | https://historicbridges.org/hungary/petofibridge/little_petofibridge_2017_07_02_12_45-014.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=hungary/petofibridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.478850,19.063360 | |||||||||
| 5993 | Schemerlbrücke (Schemerl Bridge) | Josef von Schemerl-Brücke (Josef von Schemerl Bridge) | This unique bridge has three truss lines and accommodates both traffic and also machinery related to the dam and lock system at this location. The technical description of the main or most noteworthy span of the bridge is a 160.8 ft (49.01 m) metal rivet-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Otto Koloman Wagner. | 48.259240 | 16.369190 | Am Brigittenaurer Sporn | Danube Canal (Donaukanal) | Vienna (Wien) | Vienna (Wien) | Vienna (Wien) | Austria (Österreich) | Metal | Whipple (Double-Intersection Pratt) | Rivet-Connected | Through | Truss | Fixed | 19 | 1 | 0 | 0 | 1898 | 1978 | Unknown | Otto Koloman Wagner | 9 | 9 | 160.8 | 49.01 | 164 | 49.99 | 26.7 | 8.14 | https://historicbridges.org/austria/schemerlbrucke/little_schemerlbrucke_2017_07_04_19_12-009_10_11v_small.jpg | https://historicbridges.org/austria/schemerlbrucke/little_schemerlbrucke_2017_07_04_19_12-009_10_11v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=austria/schemerlbrucke/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.259240,16.369190 | ||||||||||||
| 5994 | Schemerl Railway Bridge | Danube Canal U-Bahn Bridge | This unique bridge has three truss lines and accommodates both traffic and also machinery related to the dam and lock system at this location. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal tied Solid Ribbed through arch, fixed. The bridge was primarily built by Unknown. | 48.257670 | 16.369430 | Railroad (U-Bahn Railway) | Danube Canal (Donaukanal) | Vienna (Wien) | Vienna (Wien) | Vienna (Wien) | Austria (Österreich) | Metal | Solid Ribbed | Tied | Through | Arch | Fixed | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 300 | 91.44 | 0 | 0 | 0 | 0 | https://historicbridges.org/austria/schemerlbruckerailway/little_schemerlbruckerailway_2017_07_04_19_12_small.jpg | https://historicbridges.org/austria/schemerlbruckerailway/little_schemerlbruckerailway_2017_07_04_19_12.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=austria/schemerlbruckerailway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.257670,16.369430 | |||||||||
| 5995 | Radetzkybrücke (Radetzky Bridge) | One of several beautiful and ornate bridges on this river, this bridge stands out with its arched girders. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) metal Variable Depth deck girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Josef Hackhofer and Friedrich Ohmann. | 48.211230 | 16.384660 | Uraniastraße | Wien River (Wienfluss) | Vienna (Wien) | Vienna (Wien) | Vienna (Wien) | Austria (Österreich) | Metal | Variable Depth | Deck | Girder | Fixed | 0 | 2 | 0 | 0 | 1900 | 1979 | Unknown | Josef Hackhofer and Friedrich Ohmann | 7 | 8 | 45 | 13.72 | 100 | 30.48 | 76.7 | 23.38 | https://historicbridges.org/austria/radetzkybrucke/little_radetzkybrucke_2017_07_03_14_54-009_10_11v_small.jpg | https://historicbridges.org/austria/radetzkybrucke/little_radetzkybrucke_2017_07_03_14_54-009_10_11v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=austria/radetzkybrucke/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.211230,16.384660 | ||||||||||||||
| 5996 | Kleine Marxerbrücke (Small Marxer Bridge) | Hidden behind some of the most beautiful ornamentation ever seen on this type of bridge is actually a simple utilitarian plate girder bridge. The technical description of the main or most noteworthy span of the bridge is a 87 ft (26.52 m) metal deck girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Josef Hackhofer and Friedrich Ohmann. | 48.208390 | 16.383760 | Marxergasse | Wien River (Wienfluss) | Vienna (Wien) | Vienna (Wien) | Vienna (Wien) | Austria (Österreich) | Metal | Deck | Girder | Fixed | 0 | 1 | 0 | 0 | 1900 | 2004 | Unknown | Josef Hackhofer and Friedrich Ohmann | 7 | 7 | 87 | 26.52 | 94.4 | 28.77 | 9.9 | 3.02 | https://historicbridges.org/austria/kleinemarxerbrucke/little_kleinemarxerbrucke_2017_07_03_14_38-015_6_7v_small.jpg | https://historicbridges.org/austria/kleinemarxerbrucke/little_kleinemarxerbrucke_2017_07_03_14_38-015_6_7v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=austria/kleinemarxerbrucke/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.208390,16.383760 | |||||||||||||||
| 5997 | Stubenbrücke (Stuben Bridge) | This bridge has lost a lot of its original ornamentation making it look more simple than the other nearby bridges over this river. The technical description of the main or most noteworthy span of the bridge is a 87 ft (26.52 m) metal deck girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Josef Hackhofer and Friedrich Ohmann. | 48.206680 | 16.382490 | Weiskirchnerstraße | Wien River (Wienfluss) | Vienna (Wien) | Vienna (Wien) | Vienna (Wien) | Austria (Österreich) | Metal | Deck | Girder | Fixed | 0 | 1 | 0 | 0 | 1900 | 0 | Unknown | Josef Hackhofer and Friedrich Ohmann | 5 | 3 | 87 | 26.52 | 94.4 | 28.77 | 49 | 14.94 | https://historicbridges.org/austria/viennaweiskirchnerstrase/little_weiskirchnerstrase_2017_07_03_14_34-003_small.jpg | https://historicbridges.org/austria/viennaweiskirchnerstrase/little_weiskirchnerstrase_2017_07_03_14_34-003.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=austria/viennaweiskirchnerstrase/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.206680,16.382490 | |||||||||||||||
| 5998 | S-Bahnbrücke Heiligenstädter Strasse (S-Bahn Bridge) | This is one of several graceful and highly decorated arch bridges along the U-Bahn and S-Bahn railways in the area. The technical description of the main or most noteworthy span of the bridge is a 87 ft (26.52 m) metal two-hinged Solid Ribbed deck arch, fixed. The bridge was primarily built by Unknown. | 48.243618 | 16.361512 | Railroad (S-Bahn) | Heiligenstädter Straße | Vienna (Wien) | Vienna (Wien) | Vienna (Wien) | Austria (Österreich) | Metal | Solid Ribbed | Two-Hinged | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 87 | 26.52 | 87 | 26.52 | 29 | 8.84 | https://historicbridges.org/austria/viennaarch1/little_arch1_2017_07_04_20_08-018_19_20v_small.jpg | https://historicbridges.org/austria/viennaarch1/little_arch1_2017_07_04_20_08-018_19_20v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=austria/viennaarch1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.243618,16.361512 | ||||||||||||||
| 5999 | U-Bahnbrücke Döblinger Gürtel (U-Bahn Bridge Döblinger Gürtel) | Passing over a road and another bridge, this is one of several graceful and highly decorated arch bridges along the U-Bahn and S-Bahn railways in the area. The technical description of the main or most noteworthy span of the bridge is a metal two-hinged Solid Ribbed deck arch, fixed. The bridge was primarily built by Unknown. | 48.236177 | 16.356920 | Railroad (U-Bahn) | Gürtelbrücke (221) and Heiligenstädter Straße | Vienna (Wien) | Vienna (Wien) | Vienna (Wien) | Austria (Österreich) | Metal | Solid Ribbed | Two-Hinged | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/austria/viennaarch2/little_arch2_2017_07_04_20_21-018_19_20v_small.jpg | https://historicbridges.org/austria/viennaarch2/little_arch2_2017_07_04_20_21-018_19_20v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=austria/viennaarch2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.236177,16.356920 | ||||||||||||||
| 6000 | U-Bahnbrücke Heiligenstädter Strasse (U-Bahn Bridge Heiligenstädter Strasse) | This is one of several graceful and highly decorated arch bridges along the U-Bahn and S-Bahn railways in the area. The technical description of the main or most noteworthy span of the bridge is a 116 ft (35.36 m) metal two-hinged Solid Ribbed deck arch, fixed. The bridge was primarily built by Unknown. | 48.235385 | 16.356587 | Railroad (U-Bahn) | Heiligenstädter Straße | Vienna (Wien) | Vienna (Wien) | Vienna (Wien) | Austria (Österreich) | Metal | Solid Ribbed | Two-Hinged | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 116 | 35.36 | 116 | 35.36 | 29 | 8.84 | https://historicbridges.org/austria/viennaarch3/little_arch3_2017_07_04_20_24-006_7_8v_small.jpg | https://historicbridges.org/austria/viennaarch3/little_arch3_2017_07_04_20_24-006_7_8v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=austria/viennaarch3/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.235385,16.356587 | ||||||||||||||
| 6001 | U-Bahnbrücke Döblinger Hauptstraße (U-Bahn Bridge Döblinger Hauptstrasse) | This is one of several graceful and highly decorated arch bridges along the U-Bahn and S-Bahn railways in the area. The technical description of the main or most noteworthy span of the bridge is a 116 ft (35.36 m) metal two-hinged Solid Ribbed deck arch, fixed. The bridge was primarily built by Unknown. | 48.232033 | 16.353957 | Railroad (U-Bahn) | Döblinger Hauptstraße | Vienna (Wien) | Vienna (Wien) | Vienna (Wien) | Austria (Österreich) | Metal | Solid Ribbed | Two-Hinged | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 8 | 116 | 35.36 | 116 | 35.36 | 29 | 8.84 | https://historicbridges.org/austria/viennaarch4/little_arch4_2017_07_04_20_39-015_6_7v_small.jpg | https://historicbridges.org/austria/viennaarch4/little_arch4_2017_07_04_20_39-015_6_7v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=austria/viennaarch4/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.232033,16.353957 | ||||||||||||||
| 6002 | U-Bahnbrücke Währinger Straße | This series of overpass bridges with decorative fascias and piers connects to a historic U-Bahn station. The technical description of the main or most noteworthy span of the bridge is a 123 ft (37.49 m) metal through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Otto Koloman Wagner. | 48.225110 | 16.349380 | Railroad (U-Bahn) | Währinger Straße | Vienna (Wien) | Vienna (Wien) | Vienna (Wien) | Austria (Österreich) | Metal | Through | Girder | Fixed | 0 | 4 | 0 | 0 | 1898 | 0 | Unknown | Otto Koloman Wagner | 7 | 7 | 123 | 37.49 | 610 | 185.93 | 0 | 0 | https://historicbridges.org/austria/volksoperbridge/little_volksoperbridge_2017_07_04_21_00-009_10_11v_small.jpg | https://historicbridges.org/austria/volksoperbridge/little_volksoperbridge_2017_07_04_21_00-009_10_11v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=austria/volksoperbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.225110,16.349380 | |||||||||||||||
| 6003 | Mozartsteg | This attractive footbridge was constructed as a toll bridge originally. The technical description of the main or most noteworthy span of the bridge is a 106 ft (32.31 m) metal tied through arch, fixed. The bridge was primarily built by Ignaz Gridl and E. Gaertner of Vienna, Austria. | 47.799830 | 13.049000 | Pedestrian Walkway | Salzach | Salzburg | Salzburg | Salzburg | Austria (Österreich) | Metal | Tied | Through | Arch | Fixed | 0 | 3 | 0 | 0 | 1903 | 2011 | Ignaz Gridl and E. Gaertner of Vienna, Austria | 7 | 8 | 106 | 32.31 | 325 | 99.06 | 7.5 | 2.29 | https://historicbridges.org/austria/mozartsteg/little_mozartsteg_2017_07_05_13_47_small.jpg | https://historicbridges.org/austria/mozartsteg/little_mozartsteg_2017_07_05_13_47.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=austria/mozartsteg/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.799830,13.049000 | |||||||||||||||
| 6004 | Fort Madison Bridge | Atchison, Topeka and Santa Fe Railway Bridge | This is a rare double-deck truss railroad bridge that offers a toll highway for vehicular traffic on the upper deck. The technical description of the main or most noteworthy span of the bridge is a 525 ft (160.02 m) metal multiple-type-connected Baltimore through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by A. F. Robinson. | 40.626700 | -91.295700 | Great River Road (IL-9) and Railroad (BNSF) | Mississippi River | Fort Madison and Niota | Lee County, Iowa and Hancock County, Illinois | Iowa and Illinois | United States | Metal | Baltimore | Multiple-Type-Connected | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 0 | 1 | Metal | Baltimore | Multiple-Type-Connected | Through | Truss | Fixed | 14 | 23 | 1927 | 1980 | American Bridge Company of New York, New York | A. F. Robinson | 8 | 9 | 525 | 160.02 | 3347 | 1020.17 | 20 | 6.1 | https://historicbridges.org/iowa/fortmadison/little_fortmadison_0040_small.jpg | https://historicbridges.org/iowa/fortmadison/little_fortmadison_0040.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/fortmadison/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.626700,-91.295700 | |||||
| 6005 | Keokuk-Hamilton Bridge | Built as a double-deck railroad bridge with an upper deck for highway traffic, in 1985 a new highway bridge resulted in the upper deck being abandoned. The technical description of the main or most noteworthy span of the bridge is a 380 ft (115.82 m) metal multiple-type-connected Pratt through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Strobel Steel Construction Company of Chicago, Illinois. The bridge was primarily designed by Ralph Modjeski. | 40.390900 | -91.372550 | Railroad (Keokuk Junction Railway) | Mississippi River | Keokuk and Hamilton | Lee County, Iowa and Hancock County, Illinois | Iowa and Illinois | United States | Metal | Pratt | Multiple-Type-Connected | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 13 | 1 | Metal | Pratt | Multiple-Type-Connected | Through | Truss | Fixed | 9 | 10 | 1917 | 1956 | Strobel Steel Construction Company of Chicago, Illinois | Ralph Modjeski | 9 | 9 | 380 | 115.82 | 3800 | 1158.24 | 18 | 5.49 | https://historicbridges.org/iowa/keokuk/little_keokuk_0793_4_5f_small.jpg | https://historicbridges.org/iowa/keokuk/little_keokuk_0793_4_5f.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/keokuk/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.390900,-91.372550 | ||||||
| 6006 | Louisiana Railroad Bridge | This long series of truss spans remains an intact and functioning railroad bridge over the Mississippi River. The technical description of the main or most noteworthy span of the bridge is a 444 ft (135.33 m) metal pin-connected Pratt through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Lassig Bridge and Iron Works of Chicago, Illinois. | 39.445430 | -91.033670 | Railroad (Kansas City Southern) | Mississippi River | Louisiana | Pike County, Missouri and Pike County, Illinois | Missouri and Illinois | United States | Metal | Pratt | Pin-Connected | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 0 | 1 | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 12 | 8 | 1898 | 1945 | Lassig Bridge and Iron Works of Chicago, Illinois | 8 | 8 | 444 | 135.33 | 2053 | 625.75 | 0 | 0 | https://historicbridges.org/missouri/louisianarr/little_champclark_3656_small.jpg | https://historicbridges.org/missouri/louisianarr/little_champclark_3656.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/louisianarr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.445430,-91.033670 | |||||||
| 6007 | Horseshoe Lake Road Bridge | This small pony truss was built at the Toronto works of the Dominion Bridge Company. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. | 44.992890 | -78.696510 | Horseshoe Lake Road (RR-20) | Gull River | Minden Hills | Haliburton County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1923 | 0 | Dominion Bridge Company of Montréal, Québec | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/horseshoelake/little_ian_0002_small.jpg | https://historicbridges.org/ontario/horseshoelake/little_ian_0002.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/horseshoelake/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.992890,-78.696510 | ||||||||||||||
| 6010 | Anderson Bridge | This bridge is a late but largely unaltered example of a riveted pony truss. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Ontario Bridge Company of Toronto, Ontario. | 45.392853 | -76.166291 | John Shaw Road | Carp Creek | Ottawa (Kinburn) | Ottawa City, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1947 | 2016 | Ontario Bridge Company of Toronto, Ontario | 5 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/andersonbridge/little_dsc_0004_small.jpg | https://historicbridges.org/ontario/andersonbridge/little_dsc_0004.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/andersonbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.392853,-76.166291 | ||||||||||||||
| 6011 | Waterloo Bridge | This extremely old example of a traditional highway Pratt truss bridge is an early product of the Pittsburgh Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Pittsburgh Bridge Company of Pittsburgh, Pennsylvania. | 38.695890 | -77.906110 | Waterloo Road (VA-613) | Rappahannock River | Rural | Culpeper County, Virginia and Fauquier County, Virginia | Virginia | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 15 | 1879 | 2020 | Pittsburgh Bridge Company of Pittsburgh, Pennsylvania | 8 | 9 | 100 | 30.48 | 366 | 111.56 | 11.2 | 3.41 | https://historicbridges.org/virginia/waterloobridge/little_waterloobridge_9182_small.jpg | https://historicbridges.org/virginia/waterloobridge/little_waterloobridge_9182.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/waterloobridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.695890,-77.906110 | |||||||||||
| 6012 | Featherbed Lane Bridge | John G. Lewis Memorial Bridge | This bridge is an extremely rare surviving example of a bridge built by the Variety Iron Works, a company true to its name. The technical description of the main or most noteworthy span of the bridge is a 159 ft (48.46 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Variety Iron Works of Cleveland, Ohio. | 39.232250 | -77.591320 | Featherbed Lane (VA-673) | Catoctin Creek | Rural | Loudoun County, Virginia | Virginia | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1889 | 1932 | Variety Iron Works of Cleveland, Ohio | 8 | 8 | 159 | 48.46 | 159 | 48.46 | 11.2 | 3.41 | https://historicbridges.org/virginia/featherbedlanebridge/little_featherbedlanebridge_8822_3_4vibra_small.jpg | https://historicbridges.org/virginia/featherbedlanebridge/little_featherbedlanebridge_8822_3_4vibra.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/featherbedlanebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.232250,-77.591320 | |||||||||||||
| 6013 | Airlie Road Bridge | This concrete arch with stone spandrel walls appears to have been built as part of the adjacent Arlie Farm complex. The technical description of the main or most noteworthy span of the bridge is a 30.8 ft (9.39 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 38.759990 | -77.792640 | Airlie Road | Cedar Run | Rural | Fauquier County, Virginia | Virginia | United States | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1919 | 0 | Unknown | 6 | 7 | 30.8 | 9.39 | 34 | 10.36 | 11.8 | 3.6 | https://historicbridges.org/virginia/arliebridge/little_arliebridge_9113_4_5vibra_small.jpg | https://historicbridges.org/virginia/arliebridge/little_arliebridge_9113_4_5vibra.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/arliebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.759990,-77.792640 | |||||||||||||||
| 6014 | ! | Cary Avenue Bridge | Dan Brusslan Bridge | With ornate railings, this unusual riveted footbridge is also known for its unusual cantilever design and steel bents. The technical description of the main or most noteworthy span of the bridge is a metal cantilever deck girder, fixed. The bridge was primarily built by Unknown. | 42.167810 | -87.775800 | Cary Avenue (Pedestrian Walkway) | Ravine | Highland Park | Lake County, Illinois | Illinois | United States | Metal | Deck | Girder | Fixed | 0 | Cantilever | 3 | 0 | 0 | 1928 | 1990 | Unknown | 5 | 6 | 0 | 0 | 160 | 48.77 | 0 | 0 | https://historicbridges.org/illinois/caryavenue/little_caryavenue_6159_small.jpg | https://historicbridges.org/illinois/caryavenue/little_caryavenue_6159.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/caryavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.167810,-87.775800 | |||||||||||||
| 6015 | Crystal Springs Cemetery Bridge | A noted example of an arch bridge in Michigan designed by famous bridge engineer Daniel Luten. The technical description of the main or most noteworthy span of the bridge is a 86 ft (26.21 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Daniel Luten. | 42.092250 | -86.418610 | Cemetery Road | Ox Creek | Benton Harbor | Berrien County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1915 | 0 | Unknown | Daniel Luten | 6 | 7 | 86 | 26.21 | 0 | 0 | 12 | 3.66 | https://historicbridges.org/michigan/crystalspringscemetery/little_crystalspringscemetery_5715_6_7f_small.jpg | https://historicbridges.org/michigan/crystalspringscemetery/little_crystalspringscemetery_5715_6_7f.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/crystalspringscemetery/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.092250,-86.418610 | ||||||||||||||
| 6016 | Shelby Street Bridge | John Seigenthaler Pedestrian Bridge, Sparkman Street Bridge | This iconic landmark bridge in downtown Nashville was restored and preserved for non-motorized traffic. The technical description of the main or most noteworthy span of the bridge is a 318 ft (96.93 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Howard M. Jones. | 36.162120 | -86.772100 | Shelby Street (Sparkman Street) | Cumberland River | Nashville | Davidson County, Tennessee | Tennessee | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 12 | 3 | Concrete | Bowstring | Tied | Deck | Arch | Fixed | 0 | 0 | 1909 | 2003 | American Bridge Company of New York, New York | Howard M. Jones | 8 | 9 | 318 | 96.93 | 1877 | 572.11 | 36.4 | 11.09 | https://historicbridges.org/tennessee/shelby/little_shelby_0465_small.jpg | https://historicbridges.org/tennessee/shelby/little_shelby_0465.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/shelby/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.162120,-86.772100 | ||||||
| 6017 | Conrad Bridge | Newton County Bridge 57 | This is an unusual small-scale, lightweight riveted Warren deck truss bridge. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Elkhart Bridge and Iron Company of Elkhart, Indiana. | 41.103100 | -87.449520 | CR-700 North | Beaver Lake Ditch | Rural | Newton County, Indiana | Indiana | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 0 | 1 | 0 | 0 | 1916 | 2003 | Elkhart Bridge and Iron Company of Elkhart, Indiana | 7 | 7 | 80 | 24.38 | 84 | 25.6 | 16 | 4.88 | https://historicbridges.org/indiana/conradbridge/little_conradbridge_7441_2_3f_small.jpg | https://historicbridges.org/indiana/conradbridge/little_conradbridge_7441_2_3f.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/conradbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.103100,-87.449520 | |||||||||||||
| 6018 | East Street Bridge | This two span Pratt truss has been closed to vehicular traffic, but remains open to pedestrians. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Decatur Bridge Company of Decatur, Illinois. | 40.192250 | -88.398240 | East Street (Mahomet Village Bike Trail) | Sangamon River | Mahomet | Champaign County, Illinois | Illinois | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 2 | 0 | 0 | 1912 | 0 | Decatur Bridge Company of Decatur, Illinois | 6 | 7 | 125 | 38.1 | 250 | 76.2 | 16 | 4.88 | https://historicbridges.org/illinois/mahomet/little_mahomet_8396_7_8b_small.jpg | https://historicbridges.org/illinois/mahomet/little_mahomet_8396_7_8b.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/mahomet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.192250,-88.398240 | ||||||||||||||
| 6019 | Gay Street Bridge | This iconic landmark bridge is an extremely early surviving example of a large-scale deck cantilever highway truss bridge in America. The technical description of the main or most noteworthy span of the bridge is a 252 ft (76.81 m) metal cantilever pin-connected Pratt deck truss, fixed. The bridge was primarily built by Youngstown Bridge Company of Youngstown, Ohio. The bridge was primarily designed by Charles Fowler. | 35.958420 | -83.914480 | Gay Street | Tennessee River | Knoxville | Knox County, Tennessee | Tennessee | United States | Metal | Pratt | Pin-Connected | Deck | Truss | Fixed | 12 | Cantilever | 7 | 0 | 0 | 1897 | 2004 | Youngstown Bridge Company of Youngstown, Ohio | Charles Fowler | 8 | 9 | 252 | 76.81 | 1512 | 460.86 | 30 | 9.14 | https://historicbridges.org/tennessee/knoxvillegay/little_knoxvillegay_8973_small.jpg | https://historicbridges.org/tennessee/knoxvillegay/little_knoxvillegay_8973.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/knoxvillegay/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.958420,-83.914480 | ||||||||||||
| 6020 | Henley Bridge | This very large and impressive concrete arch bridge has been extensively rehabilitated. The technical description of the main or most noteworthy span of the bridge is a 317 ft (96.62 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Booth and Flinn Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Marsh Engineering Company of Des Moines, Iowa. | 35.956810 | -83.918150 | US-441 (TN-33, Henley Street) | Tennessee River | Knoxville | Knox County, Tennessee | Tennessee | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 6 | Concrete | T-Beam | Fixed | 0 | 6 | 1930 | 2013 | Booth and Flinn Company of Pittsburgh, Pennsylvania | Marsh Engineering Company of Des Moines, Iowa | 7 | 7 | 317 | 96.62 | 1793.4 | 546.63 | 54.5 | 16.61 | https://historicbridges.org/tennessee/knoxvillehenley/little_knoxvillehenley_8700_small.jpg | https://historicbridges.org/tennessee/knoxvillehenley/little_knoxvillehenley_8700.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/knoxvillehenley/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.956810,-83.918150 | |||||||||||
| 6021 | McBee Bridge | The only bridge of its kind in the state, this is a large and extremely massive example of a concrete bowstring rainbow arch bridge. The technical description of the main or most noteworthy span of the bridge is a 222.5 ft (67.82 m) concrete tied Rainbow through arch, fixed. The bridge was primarily built by Southern Company of Birmingham, Alabama. The bridge was primarily designed by Freeland-Roberts and Company of Nashville, Tennessee. | 36.058400 | -83.704340 | Mascot Road (County Road 1262) | Holston River | Rural | Knox County, Tennessee | Tennessee | United States | Concrete | Rainbow | Tied | Through | Arch | Fixed | 0 | 3 | Concrete | T-Beam | Fixed | 0 | 5 | 1930 | 0 | Southern Company of Birmingham, Alabama | Freeland-Roberts and Company of Nashville, Tennessee | 8 | 9 | 222.5 | 67.82 | 785 | 239.27 | 24.6 | 7.5 | https://historicbridges.org/tennessee/mcbeebridge/little_mcbeebridge_9699_small.jpg | https://historicbridges.org/tennessee/mcbeebridge/little_mcbeebridge_9699.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/mcbeebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.058400,-83.704340 | ||||||||||
| 6022 | Knoxville Norfolk Southern Railroad Bridge | This bridge is noted for its variety of truss designs including rare pin-connected Warren truss spans. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal multiple-type-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 35.955400 | -83.919880 | Railroad (Norfolk Southern) | Tennessee River | Knoxville | Knox County, Tennessee | Tennessee | United States | Metal | Warren | Multiple-Type-Connected | Through | Truss | Fixed | 6 | 1 | Metal | Warren | Pin-Connected | Deck | Truss | Fixed | 6 | 0 | 1903 | 0 | Unknown | 8 | 9 | 160 | 48.77 | 1295 | 394.72 | 0 | 0 | https://historicbridges.org/tennessee/knoxvillens/little_knoxvillens_8478_small.jpg | https://historicbridges.org/tennessee/knoxvillens/little_knoxvillens_8478.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/knoxvillens/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.955400,-83.919880 | ||||||||
| 6023 | Hill Avenue Bridge | This bridge is an outstanding example of a bridge designed by the Luten Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by V. L. Nicholson Company of Knoxville, Tennessee. The bridge was primarily designed by Luten Bridge Company. | 35.961790 | -83.913660 | Hill Avenue | First Creek and Neyland Drive (TN-158) | Knoxville | Knox County, Tennessee | Tennessee | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 5 | Concrete | T-Beam | Fixed | 0 | 2 | 1936 | 0 | V. L. Nicholson Company of Knoxville, Tennessee | Luten Bridge Company | 7 | 7 | 150 | 45.72 | 631 | 192.33 | 36 | 10.97 | https://historicbridges.org/tennessee/knoxvillehillstreetbridge/little_knoxvillehillstreetbridge_9240_1_2v_small.jpg | https://historicbridges.org/tennessee/knoxvillehillstreetbridge/little_knoxvillehillstreetbridge_9240_1_2v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/knoxvillehillstreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.961790,-83.913660 | |||||||||||
| 6024 | Knoxville CSX Railroad Bridge | One of two large railroad bridges near downtown Knoxville, this is a very late example of a riveted truss bridge. The technical description of the main or most noteworthy span of the bridge is a 280 ft (85.34 m) metal rivet-connected Polygonal Warren through t-beam, fixed. The bridge was primarily built by Unknown. | 35.945850 | -83.924890 | Railroad (CSX) | Tennessee River | Knoxville | Knox County, Tennessee | Tennessee | United States | Metal | Polygonal Warren | Rivet-Connected | Through | T-Beam | Fixed | 10 | 1 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 8 | 0 | 1966 | 0 | Unknown | 5 | 6 | 280 | 85.34 | 1051 | 320.34 | 0 | 0 | https://historicbridges.org/tennessee/knoxvillecsx/little_knoxvillecsx_8337_small.jpg | https://historicbridges.org/tennessee/knoxvillecsx/little_knoxvillecsx_8457.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/knoxvillecsx/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.945850,-83.924890 | ||||||||
| 6025 | Forth Bridge | Forth Rail Bridge | This famous bridge is one of the most beautiful and important historic bridges in the world and a UNESCO World Heritage Site. The technical description of the main or most noteworthy span of the bridge is a 1700 ft (518.16 m) metal cantilever rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Sir William Arrol and Company of Glasgow, Scotland. The bridge was primarily designed by John Fowler and Benjamin Baker. | 56.001100 | -3.388810 | Railroad (Network Rail) | Firth of Forth | Queensferry and North Queensferry | City of Edinburgh, Scotland and Fife, Scotland | Scotland | United Kingdom | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 0 | Cantilever | 4 | Metal | Double-Intersection Warren | Rivet-Connected | Deck | Truss | Fixed | 0 | 0 | 1889 | 2011 | Sir William Arrol and Company of Glasgow, Scotland | John Fowler and Benjamin Baker | 10 | 10 | 1700 | 518.16 | 8094 | 2467.05 | 0 | 0 | https://historicbridges.org/unitedkingdom/forthrailbridge/little_forthrailbridge_5282_small.jpg | https://historicbridges.org/unitedkingdom/forthrailbridge/little_forthrailbridge_5282.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/forthrailbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=56.001100,-3.388810 | |||||
| 6026 | Mythe Bridge | This outstanding cast iron arch bridge is noted for its beauty, age, integrity, and as a noted work of Thomas Telford. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) metal (cast iron) hingeless deck arch, fixed. The bridge was primarily built by William Hazledine of Shrewsbury, England. The bridge was primarily designed by Thomas Telford. | 52.001960 | -2.163520 | A438 | River Severn | Tewkesbury | South West, England and West Midlands, England | England | United Kingdom | Metal (Cast Iron) | Hingeless | Deck | Arch | Fixed | 0 | 1 | Brick | Deck | Arch | Fixed | 0 | 12 | 1826 | 1992 | William Hazledine of Shrewsbury, England | Thomas Telford | 9 | 10 | 170 | 51.82 | 270 | 82.3 | 24 | 7.32 | https://historicbridges.org/unitedkingdom/mythebridge/little_mythebridge_0513_4_5v_small.jpg | https://historicbridges.org/unitedkingdom/mythebridge/little_mythebridge_0513_4_5v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/mythebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=52.001960,-2.163520 | ||||||||||
| 6027 | Powick Iron Bridge | Powick New Bridge | This stunning bridge is noted for its ornate casting details on all ribs, its small cast iron abutment spans, and its historic integrity. The technical description of the main or most noteworthy span of the bridge is a 69 ft (21.03 m) metal (cast iron) hingeless deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Charles Henry Capper. | 52.169770 | -2.241100 | A449 (Malvern Road) | River Teme | Powick and Worcester | West Midlands, England | England | United Kingdom | Metal (Cast Iron) | Hingeless | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1837 | 0 | Unknown | Charles Henry Capper | 9 | 10 | 69 | 21.03 | 250 | 76.2 | 24 | 7.32 | https://historicbridges.org/unitedkingdom/powickironbridge/little_powickironbridge_1029_30_31b_small.jpg | https://historicbridges.org/unitedkingdom/powickironbridge/little_powickironbridge_1029_30_31b.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/powickironbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=52.169770,-2.241100 | |||||||||||||
| 6028 | Tower Bridge | One of the most famous bridges in the world is also noted for its lack of alteration, unique appearance, and pioneering bascule design. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Pratt deck truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Sir William Arrol and Company of Glasgow, Scotland. The bridge was primarily designed by John Wolfe Barry. | 51.505480 | -0.075350 | A100 (Tower Bridge Road) | River Thames | London | Greater London, England | England | United Kingdom | Metal | Pratt | Rivet-Connected | Deck | Truss | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Metal | Suspension | Fixed | 0 | 2 | 1894 | 1977 | Sir William Arrol and Company of Glasgow, Scotland | John Wolfe Barry | 10 | 10 | 100 | 30.48 | 880 | 268.22 | 21 | 6.4 | https://historicbridges.org/unitedkingdom/towerbridge/little_towerbridge_9923_small.jpg | https://historicbridges.org/unitedkingdom/towerbridge/little_towerbridge_9923.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/towerbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.505480,-0.075350 | |||||||||
| 6029 | Royal Albert Bridge | This unique bridge was an incredible feat of engineering when completed under the direction of famous engineer Brunel. The technical description of the main or most noteworthy span of the bridge is a 455 ft (138.68 m) metal multiple-type-connected Lenticular through truss, fixed. The bridge was primarily built by Charles John Mare and Hudson and Male. The bridge was primarily designed by Isambard Kingdom Brunel. | 50.407650 | -4.203570 | Railroad (Network Rail) | River Tamar | Saltash and Plymouth | South West, England | England | United Kingdom | Metal | Lenticular | Multiple-Type-Connected | Through | Truss | Fixed | 12 | 2 | Metal | Deck | Girder | Fixed | 0 | 17 | 1859 | 2014 | Charles John Mare and Hudson and Male | Isambard Kingdom Brunel | 10 | 10 | 455 | 138.68 | 2187.5 | 666.75 | 16.8 | 5.12 | https://historicbridges.org/unitedkingdom/royalalbertbridge/little_royalalbertbridge_4458_59_60b_small.jpg | https://historicbridges.org/unitedkingdom/royalalbertbridge/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/royalalbertbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.407650,-4.203570 | |||||||||
| 6030 | Bigsweir Bridge | Bigg's Weir Bridge | This graceful cast iron arch bridge retains its intricate design details while also supporting significant levels of traffic. The technical description of the main or most noteworthy span of the bridge is a 164 ft (49.99 m) metal (cast iron) hingeless deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Charles Hollis of London, England. | 51.742750 | -2.669510 | A466 | River Wye (Afon Gwy) | St. Briavels and Llandogo (Llaneuddogwy) | South West, England and Monmouthshire, Wales (Cymru) | England and Wales (Cymru) | United Kingdom | Metal (Cast Iron) | Hingeless | Deck | Arch | Fixed | 0 | 1 | Stone | Segmental | Deck | Arch | Fixed | 0 | 4 | 1827 | 2011 | Unknown | Charles Hollis of London, England | 9 | 9 | 164 | 49.99 | 325 | 99.06 | 16.4 | 5 | https://historicbridges.org/unitedkingdom/bigsweirbridge/little_bigsweirbridge_9186_7_8v_small.jpg | https://historicbridges.org/unitedkingdom/bigsweirbridge/little_bigsweirbridge_9186_7_8v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/bigsweirbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.742750,-2.669510 | ||||||||
| 6031 | High Level Bridge | One of the largest cast iron bridges in the UK, this is an impressive double-deck arch bridge with elaborate cast iron details. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal (cast iron) tied through arch, fixed. The bridge was primarily built by Hawks, Crawshay and Sons of Gateshead, England. The bridge was primarily designed by Robert Stephenson. | 54.967010 | -1.608640 | St. Nicholas Street and Railroad (Various Railways) | River Tyne | Newcastle upon Tyne and Gateshead | North East, England | England | United Kingdom | Metal (Cast Iron) | Tied | Through | Arch | Fixed | 0 | 6 | 0 | 0 | 1849 | 2008 | Hawks, Crawshay and Sons of Gateshead, England | Robert Stephenson | 10 | 10 | 125 | 38.1 | 1337 | 407.52 | 0 | 0 | https://historicbridges.org/unitedkingdom/highbridge/little_highbridge_3605_6_7b_small.jpg | https://historicbridges.org/unitedkingdom/highbridge/little_highbridge_3605_6_7b.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/highbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=54.967010,-1.608640 | ||||||||||||||
| 6032 | Nicolls Island Road Bridge | Long Island Locks Bridge | This is a rare hand-turned bobtail swing bridge. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) metal rivet-connected Pratt pony truss, movable: swing, Center Bearing Bobtail. The bridge was primarily built by Unknown. | 45.250527 | -75.701963 | Nicolls Island Road | Rideau Canal | Ottawa (Manotick) | Ottawa City, Ontario | Ontario | Canada | Metal | Pratt | Rivet-Connected | Pony | Truss | Movable: Swing | Center Bearing Bobtail | 0 | 1 | 0 | 0 | 1903 | 0 | Unknown | 8 | 8 | 72 | 21.95 | 72 | 21.95 | 0 | 0 | https://historicbridges.org/ontario/longislandlocks/little_northchord_0049_small.jpg | https://historicbridges.org/ontario/longislandlocks/little_northchord_0049.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/longislandlocks/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.250527,-75.701963 | ||||||||||||
| 6034 | Crab Run Bridge | One of the only examples of the unusual patented Lane truss design, this bridge was preserved in place for pedestrians. The technical description of the main or most noteworthy span of the bridge is a 37 ft (11.28 m) metal Lane pony truss, fixed. The bridge was primarily built by West Virginia Bridge Works of Wheeling, West Virginia. | 38.335350 | -79.489950 | VA-645 | Crab Run | 1896 | Highland County, Virginia | Virginia | United States | Metal | Lane | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 1896 | 1994 | West Virginia Bridge Works of Wheeling, West Virginia | 9 | 9 | 37 | 11.28 | 37 | 11.28 | 10.8 | 3.29 | https://historicbridges.org/virginia/crabrunbridge/little_crabrunbridge_3964_5_6vibra_small.jpg | https://historicbridges.org/virginia/crabrunbridge/little_crabrunbridge_3964_5_6vibra.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/crabrunbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.335350,-79.489950 | |||||||||||||||
| 6035 | Carleton University O-Train Bridge | St. Lawrence and Ottawa Railway "White" Bridge | This bridge is noted for its rare double-intersection Warren deck truss span which was relocated here. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Double-Intersection Warren deck truss, fixed. The bridge was primarily built by Unknown. | 45.381890 | -75.694900 | Railroad (O-Train Trillium Line, Line 2) | Rideau River, Eastern Pathway, and University Avenue | Ottawa | Ottawa City, Ontario | Ontario | Canada | Metal | Double-Intersection Warren | Rivet-Connected | Deck | Truss | Fixed | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 4 | 0 | 1913 | Unknown | 8 | 8 | 100 | 30.48 | 325 | 99.06 | 0 | 0 | https://historicbridges.org/ontario/carletonbridge/little_ian_0021_small.jpg | https://historicbridges.org/ontario/carletonbridge/little_ian_0021.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/carletonbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.381890,-75.694900 | |||||||||
| 6036 | Cedar Hill Bridge | An extremely rare surviving pin-connected truss in New Mexico, this bridge has an amazing lack of deterioration. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 36.928910 | -107.885200 | Road 2380 | Animas River | Cedar Hill | San Juan County, New Mexico | New Mexico | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 1911 | 0 | Unknown | 7 | 9 | 100 | 30.48 | 100 | 30.48 | 0 | 0 | https://historicbridges.org/newmexico/cedarhillbridge/little_cedarhillbridge_1096_small.jpg | https://historicbridges.org/newmexico/cedarhillbridge/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newmexico/cedarhillbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.928910,-107.885200 | ||||||||||||||
| 6037 | Cedar Hill Flume Bridge | The Flume | This unique bridge is an extremely unusual bedstead through truss with longer legs at one end, and its use as an aqueduct is also noteworthy. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal pin-connected Pratt bedstead through truss, fixed. The bridge was primarily built by Unknown. | 36.928950 | -107.885400 | Graves Atterberry Ditch | Animas River | Cedar Hill | San Juan County, New Mexico | New Mexico | United States | Metal | Pratt | Pin-Connected | Bedstead Through | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 9 | 9 | 110 | 33.53 | 110 | 33.53 | 0 | 0 | https://historicbridges.org/newmexico/cedarhillflume/little_cedarhillflume_0631_2_3vib_small.jpg | https://historicbridges.org/newmexico/cedarhillflume/little_cedarhillflume_0631_2_3vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newmexico/cedarhillflume/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.928950,-107.885400 | |||||||||||||
| 6038 | Road 2290 Bridge | This is a good example of a pin-connected truss which is a very rare bridge type in New Mexico. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge and road is listed as private. Approach and view from the west. | 36.955480 | -107.883080 | Road 2290 (Private Section) | Animas River | Rural | San Juan County, New Mexico | New Mexico | United States | This bridge and road is listed as private. Approach and view from the west. | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 2 | 0 | 0 | Unknown | 7 | 9 | 120 | 36.58 | 120 | 36.58 | 0 | 0 | https://historicbridges.org/newmexico/road2290animasriver/little_road2290animasriver_1334_5_6bal_small.jpg | https://historicbridges.org/newmexico/road2290animasriver/little_road2290animasriver_1334_5_6bal.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newmexico/road2290animasriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.955480,-107.883080 | |||||||||||||
| 6039 | Old US-550 Bridge | This excellent example of a state design truss bridge has been bypassed by two new modern highway bridges. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 36.933160 | -107.893890 | US-550 (Abandoned Alignment) | Animas River | Cedar Hill | San Juan County, New Mexico | New Mexico | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 10 | 2 | 1933 | 0 | Unknown | 6 | 7 | 200 | 60.96 | 350 | 106.68 | 20 | 6.1 | https://historicbridges.org/newmexico/us550bridge/little_us550bridge_1145_small.jpg | https://historicbridges.org/newmexico/us550bridge/little_us550bridge_1145.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newmexico/us550bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.933160,-107.893890 | ||||||||
| 6040 | Durango Railroad Bridge | This unique bridge offers outstanding examples of three distinct bridge types including a rare timber pony truss. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 37.280200 | -107.876010 | Railroad (Durango and Silverton Narrow Gauge Railroad) | Animas River | Durango | La Plata County, Colorado | Colorado | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | Wood | Howe | Pony | Truss | Fixed | 8 | 2 | 1888 | 1936 | Unknown | 9 | 9 | 125 | 38.1 | 253 | 77.11 | 0 | 0 | https://historicbridges.org/colorado/durangorailroadbridge/little_durangorailroadbridge_1718_19_20bal_small.jpg | https://historicbridges.org/colorado/durangorailroadbridge/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=colorado/durangorailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.280200,-107.876010 | |||||||||
| 6041 | ! | Bluff Dale Bridge | Bluff Dale Suspension Bridge | This bridge is the oldest cable-stayed bridge in Texas and one of the oldest known in the country. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal pony truss stiffening wire cable cable-stayed, fixed. The bridge was primarily built by Runyon Bridge Company of Weatherford, Texas. The bridge was primarily designed by Edwin Elijah Runyon. | 32.353980 | -98.025990 | CR 149 (Berrys Creek Road) | Paluxy River | Near Bluff Dale | Erath County, Texas | Texas | United States | Metal | Pony Truss Stiffening | Wire Cable | Cable-Stayed | Fixed | 0 | 3 | 0 | 0 | 1890 | 1934 | Runyon Bridge Company of Weatherford, Texas | Edwin Elijah Runyon | 9 | 10 | 140 | 42.67 | 519.3 | 158.28 | 10.5 | 3.2 | https://historicbridges.org/texas/bluffdalesuspension/little_bluffdaleadd_2682_3_4r_small.jpg | https://historicbridges.org/texas/bluffdalesuspension/little_bluffdaleadd_2682_3_4r.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/bluffdalesuspension/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.353980,-98.025990 | ||||||||||||
| 6042 | ! | Kelley Crossing Bridge | This rare and significant bowstring has been bypassed and abandoned. The technical description of the main or most noteworthy span of the bridge is a 89 ft (27.13 m) metal pin-connected Lenticular pony truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. | 29.881920 | -97.630240 | CR 186 (Old Kelly Road) | Plum Creek | Rural | Caldwell County, Texas | Texas | United States | Metal | Lenticular | Pin-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 1895 | 0 | Berlin Iron Bridge Company of East Berlin, Connecticut | 9 | 9 | 89 | 27.13 | 90 | 27.43 | 11.5 | 3.51 | https://historicbridges.org/texas/kelleycrossing/little_kelleycrossing_add_8390_small.jpg | https://historicbridges.org/texas/kelleycrossing/little_kelleycrossing_add_8390.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/kelleycrossing/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.881920,-97.630240 | |||||||||||||
| 6043 | ! | Soda Springs Road Bridge | This rare and significant bowstring has been bypassed and abandoned. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal pin-connected Lenticular pony truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. | 29.718680 | -97.599650 | Soda Springs Road (CR 130) | Plum Creek | Rural | Caldwell County, Texas | Texas | United States | Metal | Lenticular | Pin-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Berlin Iron Bridge Company of East Berlin, Connecticut | 9 | 9 | 75 | 22.86 | 181 | 55.17 | 11.8 | 3.6 | https://historicbridges.org/texas/plumlenticular/little_sodasprings_add_9032_small.jpg | https://historicbridges.org/texas/plumlenticular/little_sodasprings_add_9032.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/plumlenticular/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.718680,-97.599650 | |||||||||||||
| 6044 | ! | Bahia Honda Bridge | This bridge is one of the longest pin-connected truss bridges in the country and one of the largest bridges of the Florida East Coast Railway Extension. The technical description of the main or most noteworthy span of the bridge is a 247.5 ft (75.44 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York and Terry and Tench of New York, New York. The bridge was primarily designed by Joseph C. Meredith and William J. Krome. | 24.655070 | -81.288420 | Pedestrian Walkway and Abandoned Road (Old US-1 Alignment, Former Railroad (Florida East Coast Railway)) | Bahia Honda Channel | Big Pine Key | Monroe County, Florida | Florida | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 9 | 1 | Metal | Pratt | Multiple-Type-Connected | Through | Truss | Fixed | 0 | 35 | 1912 | 1938 | American Bridge Company of New York, New York and Terry and Tench of New York, New York | Joseph C. Meredith and William J. Krome | 9 | 10 | 247.5 | 75.44 | 5056 | 1541.07 | 0 | 0 | https://historicbridges.org/florida/bahiahonda/little_bahiahonda_5183_small.jpg | https://historicbridges.org/florida/bahiahonda/little_bahiahonda_5183.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/bahiahonda/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=24.655070,-81.288420 | ||||||
| 6045 | Sheckels Bridge | This is one of a couple historic bridges that were relocated and preserved as exhibits in Rockdale Bridge Park. The technical description of the main or most noteworthy span of the bridge is a 79 ft (24.08 m) metal bolt-connected Warren pony truss, fixed. The bridge was primarily built by J. F. Brown. | 30.657720 | -96.994840 | Pedestrian Walkway | Park Grounds | Rockdale | Milam County, Texas | Texas | United States | Metal | Warren | Bolt-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1923 | 2003 | J. F. Brown | 6 | 6 | 79 | 24.08 | 134.8 | 41.09 | 13.8 | 4.21 | https://historicbridges.org/texas/sheckels/little_sheckelsbridgeadd_4610_small.jpg | https://historicbridges.org/texas/sheckels/little_sheckelsbridgeadd_4610.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/sheckels/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.657720,-96.994840 | ||||||||||||||
| 6046 | Galbreath Crossing Bridge | This rare bedstead truss bridge is one of a couple historic bridges that were relocated and preserved as exhibits in Rockdale Bridge Park. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal pin-connected Pratt bedstead pony truss, fixed. The bridge was primarily built by El Paso Bridge and Iron Company of El Paso, Texas. | 30.658160 | -96.994690 | Pedestrian Walkway | Park Grounds | Rockdale | Milam County, Texas | Texas | United States | Metal | Pratt | Pin-Connected | Bedstead Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1912 | 2015 | El Paso Bridge and Iron Company of El Paso, Texas | 8 | 7 | 70 | 21.34 | 70 | 21.34 | 0 | 0 | https://historicbridges.org/texas/galbreath/little_galbreathcrossingbridgeadd_4721_2_3vib_small.jpg | https://historicbridges.org/texas/galbreath/little_galbreathcrossingbridgeadd_4721_2_3vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/galbreath/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.658160,-96.994690 | ||||||||||||||
| 6047 | Piano Bridge | This classic King Bridge Company Pratt truss was the lucky recipient of a full in-kind restoration for continued vehicular use! The technical description of the main or most noteworthy span of the bridge is a 79 ft (24.08 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 29.727310 | -96.845390 | Piano Bridge Road | East Navidad River | Rural | Fayette County, Texas | Texas | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1885 | 2012 | King Bridge Company of Cleveland, Ohio | 7 | 7 | 79 | 24.08 | 122 | 37.19 | 11.5 | 3.51 | https://historicbridges.org/texas/piano/little_pianobridgeadd_0782_small.jpg | https://historicbridges.org/texas/piano/little_pianobridgeadd_0782.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/piano/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.727310,-96.845390 | |||||||||||
| 6048 | Wildcat Bridge | This is one of two similar historic metal truss bridges in the county that received an in-kind restoration for continued vehicular use. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 30.944850 | -96.733380 | Wildcat Bridge Road | Little Brazos River | Rural | Robertson County, Texas | Texas | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 7 | 1920 | 2013 | Unknown | 7 | 7 | 150 | 45.72 | 326 | 99.36 | 14.8 | 4.51 | https://historicbridges.org/texas/wildcat/little_wildcatbridgeadd_6759_small.jpg | https://historicbridges.org/texas/wildcat/little_wildcatbridgeadd_6759.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/wildcat/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.944850,-96.733380 | |||||||||||
| 6049 | Providence Road Bridge | This is one of two similar historic metal truss bridges in the county that received an in-kind restoration for continued vehicular use. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 30.923480 | -96.658140 | Providence Road | Little Brazos River | Rural | Robertson County, Texas | Texas | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 2013 | Unknown | 7 | 7 | 150 | 45.72 | 184 | 56.08 | 14.8 | 4.51 | https://historicbridges.org/texas/providence/little_providenceroadbridgeadd_6501_small.jpg | https://historicbridges.org/texas/providence/little_providenceroadbridgeadd_6501.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/providence/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.923480,-96.658140 | |||||||||||
| 6050 | Hope Memorial Bridge | American Legion Park Bridge | This rare cast and wrought iron bowstring pony truss bridge has some unusual design details. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 31.080880 | -96.979120 | Pedestrian Walkway | Local Stream | Rosebud | Falls County, Texas | Texas | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | King Bridge Company of Cleveland, Ohio | 9 | 9 | 70 | 21.34 | 70 | 21.34 | 11 | 3.35 | https://historicbridges.org/texas/rosebud/little_rosebudadd_7176_small.jpg | https://historicbridges.org/texas/rosebud/little_rosebudadd_7176.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/rosebud/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.080880,-96.979120 | |||||||||||||
| 6052 | Moore's Crossing Bridge | This extremely rare multi-span Whipple truss is also a noteworthy surviving example of a major urban 19th century pin-connected truss bridge. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 30.169210 | -97.663670 | Moores Bridge Road | Onion Creek | Austin | Travis County, Texas | Texas | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 9 | 3 | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 1884 | 1922 | King Bridge Company of Cleveland, Ohio | 9 | 9 | 150 | 45.72 | 534 | 162.76 | 15 | 4.57 | https://historicbridges.org/texas/moorescrossing/little_moorescrossing_add_6572_small.jpg | https://historicbridges.org/texas/moorescrossing/little_moorescrossing_add_6572.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/moorescrossing/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.169210,-97.663670 | ||||||||
| 6053 | Cameron Bridge | This uncommon pin-connected Parker truss with a truss shape consisting of only four slopes has been bypassed and abandoned. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by C. Q. Horton of Austin, Texas. | 30.856040 | -96.935950 | CR-227 | Little River | Cameron | Milam County, Texas | Texas | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 0 | 0 | C. Q. Horton of Austin, Texas | 8 | 8 | 160 | 48.77 | 0 | 0 | 0 | 0 | https://historicbridges.org/texas/cameron/little_cameronbridgeadd_7623_small.jpg | https://historicbridges.org/texas/cameron/little_cameronbridgeadd_7623.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/cameron/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.856040,-96.935950 | ||||||||||||||
| 6054 | Bastrop Bridge | This early state highway Parker truss has been bypassed and preserved for pedestrian used. The technical description of the main or most noteworthy span of the bridge is a 195 ft (59.44 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Kansas City Bridge Company of Kansas City, Missouri. | 30.109790 | -97.322690 | Pedestrian Walkway (Former TX-150, Chestnut Street) | Colorado River | Bastrop | Bastrop County, Texas | Texas | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 9 | 3 | Concrete | T-Beam | Fixed | 0 | 18 | 1922 | 0 | Kansas City Bridge Company of Kansas City, Missouri | 6 | 7 | 195 | 59.44 | 1285 | 391.67 | 19 | 5.79 | https://historicbridges.org/texas/bastropbridge/little_bastropbridgeadd_2147_small.jpg | https://historicbridges.org/texas/bastropbridge/little_bastropbridgeadd_2147.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/bastropbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.109790,-97.322690 | |||||||||||
| 6055 | Hermis Road Bridge | Mulberry Creek Bridge, Wolters Park Bridge | This is a rare and very old surviving example of a bedstead truss bridge, and it has been relocated and preserved. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal pin-connected Pratt bedstead pony truss, fixed. The bridge was primarily built by A. J. Tullock and Company of Leavenworth, Kansas (Missouri Valley Bridge and Iron Company of Leavenworth, Kansas). | 29.674040 | -96.910830 | Pedestrian Walkway | Local Drain | Schulenburg | Fayette County, Texas | Texas | United States | Metal | Pratt | Pin-Connected | Bedstead Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1888 | 2001 | A. J. Tullock and Company of Leavenworth, Kansas (Missouri Valley Bridge and Iron Company of Leavenworth, Kansas) | 8 | 9 | 60 | 18.29 | 61.7 | 18.81 | 11.8 | 3.6 | https://historicbridges.org/texas/mulberrycreek/little_hermisroadbridgeadd_0473_small.jpg | https://historicbridges.org/texas/mulberrycreek/little_hermisroadbridgeadd_0473.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/mulberrycreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.674040,-96.910830 | |||||||||||||
| 6056 | Willow Springs Road Bridge | This bridge is an excellent example of a King Bridge Company through truss, and it has attractive fishbelly floorbeams which survive on the bridge. The technical description of the main or most noteworthy span of the bridge is a 99 ft (30.18 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio, S. A. Oliver, Agent. | 29.954580 | -96.633600 | Willow Springs Road | Cummins Creek | Rural | Fayette County, Texas | Texas | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1885 | 0 | King Bridge Company of Cleveland, Ohio, S. A. Oliver, Agent | 7 | 7 | 99 | 30.18 | 149 | 45.42 | 11.8 | 3.6 | https://historicbridges.org/texas/willowspringsroad/little_willowspringsroadbridgeadd_1190_small.jpg | https://historicbridges.org/texas/willowspringsroad/little_willowspringsroadbridgeadd_1190.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/willowspringsroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.954580,-96.633600 | ||||||||||||||
| 6057 | Regency Suspension Bridge | Texas has very few suspension bridges, and as such this bridge stands out as rare in the state. The technical description of the main or most noteworthy span of the bridge is a 344.2 ft (104.91 m) metal wire cable suspension, fixed. The bridge was primarily built by Austin Bridge Company of Dallas, Texas. | 31.410650 | -98.846260 | CR-433 | Colorado River | Rural | Mills County, Texas and San Saba County, Texas | Texas | United States | Metal | Wire Cable | Suspension | Fixed | 0 | 1 | 0 | 3 | 1939 | 1999 | Austin Bridge Company of Dallas, Texas | 7 | 7 | 344.2 | 104.91 | 403 | 122.83 | 14.4 | 4.39 | https://historicbridges.org/texas/regencysuspension/little_regencysuspensionbridgeadd_6458_small.jpg | https://historicbridges.org/texas/regencysuspension/little_regencysuspensionbridgeadd_6458.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/regencysuspension/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.410650,-98.846260 | ||||||||||||||||
| 6058 | Oak Forest Bridge | This attractive pin-connected Parker truss span was relocated and preserved for pedestrians in a park setting. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Ottumwa Bridge Company of Ottumwa, Iowa. | 29.509100 | -97.429610 | Pedestrian Walkway | Kerr Creek | Gonzales | Gonzales County, Texas | Texas | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1913 | 2003 | Ottumwa Bridge Company of Ottumwa, Iowa | 7 | 7 | 140 | 42.67 | 176 | 53.64 | 14.8 | 4.51 | https://historicbridges.org/texas/oakforest/little_oakforestbridgeadd_9815_small.jpg | https://historicbridges.org/texas/oakforest/little_oakforestbridgeadd_9815.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/oakforest/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.509100,-97.429610 | |||||||||||
| 6059 | CR-204 Bridge | This pin-connected through truss bridge is noted for its span length and ornamental portal bracing. The technical description of the main or most noteworthy span of the bridge is a 138 ft (42.06 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 31.217950 | -98.796860 | CR-204 | San Saba River | Rural | San Saba County, Texas | Texas | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 2 | 1891 | 2013 | King Bridge Company of Cleveland, Ohio | 7 | 7 | 138 | 42.06 | 182 | 55.47 | 14.8 | 4.51 | https://historicbridges.org/texas/sansabariver/little_cr204bridgeadd_8166_small.jpg | https://historicbridges.org/texas/sansabariver/little_cr204bridgeadd_8166.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/sansabariver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.217950,-98.796860 | ||||||||||||||
| 6060 | Connel Bridge | Connel's Ferry Bridge | This unique bridge features unusual member angles and inclines, resulting in a striking appearance that looks ahead of its time The technical description of the main or most noteworthy span of the bridge is a 524 ft (159.72 m) metal cantilever rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Arrol’s Bridge and Roof Company of Glasgow, Scotland. The bridge was primarily designed by John Wolfe Barry. | 56.456250 | -5.391540 | A828 | Loch Etive | Connel | Argyll and Bute, Scotland | Scotland | United Kingdom | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 32 | Cantilever | 3 | Stone | Semicircular | Deck | Arch | 0 | 6 | 1903 | 0 | Arrol’s Bridge and Roof Company of Glasgow, Scotland | John Wolfe Barry | 9 | 10 | 524 | 159.72 | 1025 | 312.42 | 21 | 6.4 | https://historicbridges.org/unitedkingdom/connelbridge/little_connelbridge_0230_1_2v_small.jpg | https://historicbridges.org/unitedkingdom/connelbridge/little_connelbridge_0230_1_2v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/connelbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=56.456250,-5.391540 | |||||||
| 6061 | ! | Slayden Bridge | This bridge is one of several unusual Pratt truss bridges in this county which are noted for a unique ornamental portal bracing design. The technical description of the main or most noteworthy span of the bridge is a 98 ft (29.87 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by New Jersey Steel and Iron Company of Trenton, New Jersey. | 29.563500 | -97.543770 | CR-232 | San Marcos River | Rural | Gonzales County, Texas | Texas | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 1 | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 3 | 6 | 1915 | 0 | New Jersey Steel and Iron Company of Trenton, New Jersey | 7 | 7 | 98 | 29.87 | 275 | 83.82 | 16 | 4.88 | https://historicbridges.org/texas/slayden/little_slaydenbridgeadd_9428_small.jpg | https://historicbridges.org/texas/slayden/little_slaydenbridgeadd_9428.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/slayden/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.563500,-97.543770 | |||||||
| 6062 | Dodds Creek Bridge | This beautiful and rare lenticular pony truss was relocated and reused as a pedestrian bridge along Main Street in Salado. The technical description of the main or most noteworthy span of the bridge is a 87 ft (26.52 m) metal pin-connected Lenticular pony truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. | 30.948340 | -97.536780 | Pedestrian Walkway (Main Street) | Salado Creek | Salado | Bell County, Texas | Texas | United States | Metal | Lenticular | Pin-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 1889 | 1997 | Berlin Iron Bridge Company of East Berlin, Connecticut | 9 | 9 | 87 | 26.52 | 87 | 26.52 | 13.8 | 4.21 | https://historicbridges.org/texas/doddscreek/little_doddscreekbridgeadd_8913_4_5r_small.jpg | https://historicbridges.org/texas/doddscreek/little_doddscreekbridgeadd_8913_4_5r.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/doddscreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.948340,-97.536780 | ||||||||||||||
| 6063 | Rogers Street Bridge | This truss bridge has been bypassed by a modern bridge but with conversion to a pedestrian bridge remains in use in its original location. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 32.382040 | -96.850420 | Rogers Street (Pedestrian Walkway) | Waxahachie Creek | Waxahachie | Ellis County, Texas | Texas | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 6 | 1889 | 2004 | Wrought Iron Bridge Company of Canton, Ohio | 7 | 7 | 100 | 30.48 | 190 | 57.91 | 13 | 3.96 | https://historicbridges.org/texas/rogersstreet/little_rogersstreetbridgewaxahachietexas3847402500_396ea27813_o_small.jpg | https://historicbridges.org/texas/rogersstreet/little_rogersstreetbridgewaxahachietexas3847402500_396ea27813_o.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/rogersstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.382040,-96.850420 | |||||||||||
| 6064 | Rio Hondo Bridge | NM-395 Bridge | This bridge was relocated many decades ago and more recently received an in-kind restoration to repair truck damage. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Virginia Bridge and Iron Company of Roanoke, Virginia. | 33.366900 | -105.243710 | NM-395 (Alamo Canyon Road) | Rio Hondo | Rural | Lincoln County, New Mexico | New Mexico | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1927 | 2017 | Virginia Bridge and Iron Company of Roanoke, Virginia | 5 | 7 | 140 | 42.67 | 145 | 44.2 | 19 | 5.79 | https://historicbridges.org/newmexico/nm395/little_20171102_165320_small.jpg | https://historicbridges.org/newmexico/nm395/little_20171102_165320.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newmexico/nm395/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.366900,-105.243710 | |||||||||||||
| 6065 | Rio Grande Railroad Bridge South | This is one of two impressive and uncommon pin-connected railroad deck truss bridges in this area. The technical description of the main or most noteworthy span of the bridge is a 185 ft (56.39 m) metal pin-connected Pratt deck truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. | 31.787410 | -106.527680 | Railroad (Union Pacific) | Rio Grande | El Paso | El Paso County, Texas and Doña Ana County, New Mexico | Texas | United States | Metal | Pratt | Pin-Connected | Deck | Truss | Fixed | 7 | 5 | Metal | Deck | Girder | Fixed | 0 | 8 | 1903 | 1917 | Phoenix Bridge Company of Phoenixville, Pennsylvania | 7 | 8 | 185 | 56.39 | 1692.5 | 515.87 | 0 | 0 | https://historicbridges.org/texas/riogranderrsouth/little_oldelpasosouthwesternrailroadriograndebridgeelpasotexas31833902301_125da671c7_o_small.jpg | https://historicbridges.org/texas/riogranderrsouth/little_oldelpasosouthwesternrailroadriograndebridgeelpasotexas31833902301_125da671c7_o.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/riogranderrsouth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.787410,-106.527680 | ||||||||||
| 6066 | Rio Grande Railroad Bridge North | This is one of two impressive and uncommon pin-connected railroad deck truss bridges in this area. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal pin-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. | 31.788860 | -106.527150 | Railroad (Union Pacific) | Rio Grande | El Paso | El Paso County, Texas and Doña Ana County, New Mexico | Texas | United States | Metal | Pratt | Pin-Connected | Deck | Truss | Fixed | 7 | 3 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 6 | 5 | 0 | 1917 | Unknown | 7 | 8 | 180 | 54.86 | 1152 | 351.13 | 0 | 0 | https://historicbridges.org/texas/riogranderrnorth/little_oldsouthernpacificrailroadbridgeelpasotexas31110355264_409536035d_o_small.jpg | https://historicbridges.org/texas/riogranderrnorth/little_oldsouthernpacificrailroadbridgeelpasotexas31110355264_409536035d_o.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/riogranderrnorth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.788860,-106.527150 | ||||||||
| 6067 | Brackenridge Park Bridge | This beautiful bridge is one of the shortest lenticular through truss bridges around. The technical description of the main or most noteworthy span of the bridge is a 92 ft (28.04 m) metal pin-connected Lenticular through truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. | 29.463280 | -98.469250 | Brackenridge Way | San Antonio River | San Antonio | Bexar County, Texas | Texas | United States | Metal | Lenticular | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1890 | 0 | Berlin Iron Bridge Company of East Berlin, Connecticut | 9 | 9 | 92 | 28.04 | 95 | 28.96 | 28.2 | 8.6 | https://historicbridges.org/texas/brackenridgelenticular/little_brackenridgeparkbridge_8611_small.jpg | https://historicbridges.org/texas/brackenridgelenticular/little_brackenridgeparkbridge_8611.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/brackenridgelenticular/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.463280,-98.469250 | ||||||||||||||
| 6068 | Augusta Street Bridge | This lenticular truss bridge has unique ornamentation not found on lenticular truss bridges in the rest of the country. The technical description of the main or most noteworthy span of the bridge is a 98 ft (29.87 m) metal pin-connected Lenticular pony truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. | 29.430350 | -98.492550 | Augusta Street | San Antonio River | San Antonio | Bexar County, Texas | Texas | United States | Metal | Lenticular | Pin-Connected | Pony | Truss | Fixed | 7 | 1 | 0 | 0 | 1890 | 0 | Berlin Iron Bridge Company of East Berlin, Connecticut | 9 | 9 | 98 | 29.87 | 101 | 30.78 | 25.6 | 7.8 | https://historicbridges.org/texas/augustastreet/little_augustastreetbridge_6370_small.jpg | https://historicbridges.org/texas/augustastreet/little_augustastreetbridge_6370.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/augustastreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.430350,-98.492550 | ||||||||||||||
| 6069 | Crockett Street Bridge | One of several rare lenticular truss bridges found within the city of San Antonio. The technical description of the main or most noteworthy span of the bridge is a 84 ft (25.6 m) metal pin-connected Lenticular pony truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. | 29.425060 | -98.488570 | Crockett Street | San Antonio River | San Antonio | Bexar County, Texas | Texas | United States | Metal | Lenticular | Pin-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 1891 | 2017 | Berlin Iron Bridge Company of East Berlin, Connecticut | 9 | 9 | 84 | 25.6 | 86 | 26.21 | 20 | 6.1 | https://historicbridges.org/texas/crockettstreet/little_crockettstreetbridge_4465_small.jpg | https://historicbridges.org/texas/crockettstreet/little_crockettstreetbridge_4465.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/crockettstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.425060,-98.488570 | ||||||||||||||
| 6070 | South Presa Street Bridge | One of several rare lenticular truss bridges found within the city of San Antonio. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal pin-connected Lenticular pony truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. | 29.422660 | -98.489670 | South Presa Street | San Antonio River | San Antonio | Bexar County, Texas | Texas | United States | Metal | Lenticular | Pin-Connected | Pony | Truss | Fixed | 7 | 1 | 0 | 0 | 1890 | 0 | Berlin Iron Bridge Company of East Berlin, Connecticut | 9 | 9 | 100 | 30.48 | 100 | 30.48 | 20.7 | 6.31 | https://historicbridges.org/texas/southpresa/little_southpresastreetbridge_3436_small.jpg | https://historicbridges.org/texas/southpresa/little_southpresastreetbridge_3436.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/southpresa/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.422660,-98.489670 | ||||||||||||||
| 6071 | Gauxholme Viaduct | Todmorden - Gauxholme No. 2 Viaduct | This amazing cast iron arch has been left in place as a remarkable example of its type, although plate girders carry the load of traffic today. The technical description of the main or most noteworthy span of the bridge is a 102 ft (31.09 m) metal tied through arch, fixed. The bridge was primarily built by Joseph Butler and Company of Stanningley, England. The bridge was primarily designed by George Stephenson. | 53.706320 | -2.106660 | Railroad (Manchester and Leeds Railway) | Rochdale Canal | Todmorden | Yorkshire and the Humber, England | England | United Kingdom | Metal | Tied | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1840 | 1906 | Joseph Butler and Company of Stanningley, England | George Stephenson | 9 | 10 | 102 | 31.09 | 153 | 46.63 | 26 | 7.92 | https://historicbridges.org/unitedkingdom/gauxholmeviaduct/little_gauxholmeviaduct_9431_2_3v_small.jpg | https://historicbridges.org/unitedkingdom/gauxholmeviaduct/little_gauxholmeviaduct_9431_2_3v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/gauxholmeviaduct/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.706320,-2.106660 | |||||||||||||
| 6072 | Th' Iron Donger | Scowcroft Bridge | This amazing cast iron arch has been left in place as a remarkable example of its type, although plate girders carry the load of traffic today. The technical description of the main or most noteworthy span of the bridge is a 73 ft (22.25 m) metal tied through arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Thomas Longridge Gooch and George Stephenson. | 53.555800 | -2.171630 | Railroad (Abandoned Manchester and Leeds Railway) | Rochdale Canal | Oldham (Chadderton) | North West, England | England | United Kingdom | Metal | Tied | Through | Arch | Fixed | 0 | 1 | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 1863 | 0 | Unknown | Thomas Longridge Gooch and George Stephenson | 9 | 10 | 73 | 22.25 | 153 | 46.63 | 23 | 7.01 | https://historicbridges.org/unitedkingdom/irondonger/little_irondonger_7481_2_3b_small.jpg | https://historicbridges.org/unitedkingdom/irondonger/little_irondonger_7481_2_3b.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/irondonger/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.555800,-2.171630 | ||||||||
| 6073 | Gleaves Road Bridge | Located on a former Norfolk and Western railroad line, the railroad and rare Phoenix Column bridge was converted to a highway bridge. The technical description of the main or most noteworthy span of the bridge is a 128 ft (39.01 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. | 36.833750 | -81.094180 | Gleaves Road (VA-619) | Cripple Creek | Rural | Wythe County, Virginia | Virginia | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 1948 | Phoenix Bridge Company of Phoenixville, Pennsylvania | 9 | 9 | 128 | 39.01 | 147 | 44.81 | 12 | 3.66 | https://historicbridges.org/virginia/gleavesroadbridge/little_gleavesroadbridge_9668_69_70vibra_small.jpg | https://historicbridges.org/virginia/gleavesroadbridge/little_gleavesroadbridge_9668_69_70vibra.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/gleavesroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.833750,-81.094180 | |||||||||||
| 6074 | Rocky Gap Bridge | Wolf Creek Bridge | This rare Phoenix Column truss bridge sits abandoned and forgotten, and is worthy of reuse and preservation. The technical description of the main or most noteworthy span of the bridge is a 206 ft (62.79 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. | 37.243550 | -81.102400 | VA-61 (Old Alignment) | Wolf Creek | Rural | Bland County, Virginia | Virginia | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 0 | 1946 | Phoenix Bridge Company of Phoenixville, Pennsylvania | 9 | 9 | 206 | 62.79 | 206 | 62.79 | 16 | 4.88 | https://historicbridges.org/virginia/rockygapbridge/little_rockygapbridge_9836_small.jpg | https://historicbridges.org/virginia/rockygapbridge/little_rockygapbridge_9836.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/rockygapbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.243550,-81.102400 | |||||||||||||
| 6075 | Hawthorne Street Bridge | This rare Phoenix Column truss bridge was widened and rehabilitated multiple times for continued vehicular use. The technical description of the main or most noteworthy span of the bridge is a 81 ft (24.69 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. | 37.790070 | -79.993890 | Hawthorne Street | Railroad (CSX) | Covington | Covington Independent City, Virginia | Virginia | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 2006 | Phoenix Bridge Company of Phoenixville, Pennsylvania | 9 | 8 | 81 | 24.69 | 81 | 24.69 | 22 | 6.71 | https://historicbridges.org/virginia/covingtonrailroadbridge/little_covingtonrailroadbridge_1900_1_2vibra_small.jpg | https://historicbridges.org/virginia/covingtonrailroadbridge/little_covingtonrailroadbridge_1900_1_2vibra.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/covingtonrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.790070,-79.993890 | ||||||||||||||
| 6076 | McPherson's Ford Bridge | McKinney's Hollow Bridge | Noted for its three span configuration this is one of the best surviving examples of the standard Pratt truss sold by the Pittsburgh Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 107 ft (32.61 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Pittsburgh Bridge Company of Pittsburgh, Pennsylvania, Nelson and Buchanan of Chambersburg, Pennsylvania Agents. | 37.792070 | -79.759210 | VA-633 (McKinney Hollow Road) | Cowpasture River | Rural | Alleghany County, Virginia | Virginia | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 3 | 0 | 0 | 1896 | 1948 | Pittsburgh Bridge Company of Pittsburgh, Pennsylvania, Nelson and Buchanan of Chambersburg, Pennsylvania Agents | 9 | 9 | 107 | 32.61 | 318 | 96.93 | 14.8 | 4.51 | https://historicbridges.org/virginia/mcphersonsfordbridge/little_mcphersonsfordbridge_2692_3_4vibra_small.jpg | https://historicbridges.org/virginia/mcphersonsfordbridge/little_mcphersonsfordbridge_2692_3_4vibra.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/mcphersonsfordbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.792070,-79.759210 | |||||||||||||
| 6078 | Roaring Run Bridge | This is a rare cast and wrought iron bowstring truss bridge that was relocated and reused at this rest stop. The technical description of the main or most noteworthy span of the bridge is a 54 ft (16.46 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. Special note about bridge location: This bridge is located at the northbound I-81 Rest Stop, past Exit 128 (Route 603). | 37.239200 | -80.224450 | Pedestrian Walkway | Local Drain | Rural | Montgomery County, Virginia | Virginia | United States | This bridge is located at the northbound I-81 Rest Stop, past Exit 128 (Route 603). | Metal | Bowstring | Threaded Rod-Nut Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1878 | 1977 | King Bridge Company of Cleveland, Ohio | 9 | 9 | 54 | 16.46 | 54 | 16.46 | 0 | 0 | https://historicbridges.org/virginia/roaringrunbridge/little_roaringrunbridge_0803_small.jpg | https://historicbridges.org/virginia/roaringrunbridge/little_roaringrunbridge_0803.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/roaringrunbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.239200,-80.224450 | |||||||||||||
| 6079 | Pembroke Bridge | Bypassed and abandoned, this bridge is noted for its length and variety of span types. The technical description of the main or most noteworthy span of the bridge is a 208 ft (63.4 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Virginia Bridge and Iron Company of Roanoke, Virginia. | 37.314860 | -80.643650 | River Road (VA-623) | New River | Rural | Giles County, Virginia | Virginia | United States | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 12 | 2 | Metal | Queenpost | Rivet-Connected | Deck | Truss | Fixed | 3 | 0 | 1916 | 0 | Virginia Bridge and Iron Company of Roanoke, Virginia | 8 | 8 | 208 | 63.4 | 792 | 241.4 | 0 | 0 | https://historicbridges.org/virginia/pembrokebridge/little_pembrokebridge_0386_7_8vibra_small.jpg | https://historicbridges.org/virginia/pembrokebridge/little_pembrokebridge_0386_7_8vibra.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/pembrokebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.314860,-80.643650 | ||||||||
| 6080 | ! | Long Bridge | This impressive railroad swing bridge stands out as unusual among the collection of bridges in Washington, DC. The technical description of the main or most noteworthy span of the bridge is a 275 ft (83.82 m) metal rivet-connected Pratt through truss, movable: swing, Center Pier. The bridge was primarily built by Unknown. | 38.873520 | -77.039470 | Railroad (CSX, Amtrak, Virginia Railway Express) | Potomac River | Washington and Arlington | District of Columbia and Arlington County, Virginia | District of Columbia and Virginia | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Movable: Swing | Center Pier | 0 | 1 | Metal | Through | Girder | Fixed | 0 | 22 | 1904 | 1943 | Unknown | 8 | 8 | 275 | 83.82 | 2529 | 770.84 | 28.6 | 8.72 | https://historicbridges.org/dc/potomacrailroadbridge/little_potomacrailroadbridge_6865_small.jpg | https://historicbridges.org/dc/potomacrailroadbridge/little_potomacrailroadbridge_6865.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=dc/potomacrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.873520,-77.039470 | ||||||||
| 6081 | Upper Bridge | Slate Run Bridge | This bridge is both beautiful and a truly unique bridge noted for its unusual design and ornamentation, and it has been preserved in this scenic area. The technical description of the main or most noteworthy span of the bridge is a 203 ft (61.87 m) metal rivet-connected Lattice (Quintuple Warren) through truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. | 41.486270 | -77.497080 | PA-414 | Pine Creek | Rural | Lycoming County, Pennsylvania | Pennsylvania | United States | Metal | Lattice (Quintuple Warren) | Rivet-Connected | Through | Truss | Fixed | 0 | 1 | 0 | 0 | 1890 | 2002 | Berlin Iron Bridge Company of East Berlin, Connecticut | 9 | 10 | 203 | 61.87 | 207 | 63.09 | 15 | 4.57 | https://historicbridges.org/pennsylvania/slaterun/little_slaterun_1126_small.jpg | https://historicbridges.org/pennsylvania/slaterun/little_slaterun_1126.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/slaterun/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.486270,-77.497080 | |||||||||||||
| 6082 | Jersey Shore Bridge | Pine Creek Bridge | One of the two longest Berlin Iron Bridge Co. lenticular truss bridges in the country, which are also the only ones using a Warren truss configuration. The technical description of the main or most noteworthy span of the bridge is a 287 ft (87.48 m) metal pin-connected Lenticular through truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. | 41.180830 | -77.278830 | River Road (PA-3003) | Pine Creek | Near Jersey Shore | Lycoming County, Pennsylvania and Clinton County, Pennsylvania | Pennsylvania | United States | Metal | Lenticular | Pin-Connected | Through | Truss | Fixed | 0 | 1 | 0 | 0 | 1889 | 2011 | Berlin Iron Bridge Company of East Berlin, Connecticut | 9 | 9 | 287 | 87.48 | 290 | 88.39 | 16 | 4.88 | https://historicbridges.org/pennsylvania/jerseyshore/little_jerseyshore_0055_small.jpg | https://historicbridges.org/pennsylvania/jerseyshore/little_jerseyshore_0055.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/jerseyshore/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.180830,-77.278830 | |||||||||||||
| 6083 | Rogers Bridge | Although partially collapsed and very deteriorated, this bridge retains enough of itself to reveal its unusual and very old design. The technical description of the main or most noteworthy span of the bridge is a 29 ft (8.84 m) metal multiple-type-connected Pratt pony truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. Special note about bridge location: Location is approximate. This bridge is on private property and not open or accessible to the public. | 40.791700 | -80.621940 | Abandoned Driveway | Little Bull Creek Tributary | Rogers | Columbiana County, Ohio | Ohio | United States | Location is approximate. This bridge is on private property and not open or accessible to the public. | Metal | Pratt | Multiple-Type-Connected | Pony | Truss | Fixed | 8 | 1 | 0 | 0 | 0 | 0 | Berlin Iron Bridge Company of East Berlin, Connecticut | 9 | 9 | 29 | 8.84 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/rogers/little_cimg3913_small.jpg | https://historicbridges.org/ohio/rogers/little_cimg3913.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/rogers/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.791700,-80.621940 | |||||||||||||
| 6084 | Edmunds Road Bridge | This bridge is noted for its very unusual design that illustrates that this is a very old metal truss bridge. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 43.468850 | -75.241770 | Edmunds Road | Black River | Rural | Oneida County, New York | New York | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 4 | 2 | 0 | 0 | 1879 | 1962 | Unknown | 9 | 9 | 60 | 18.29 | 121.7 | 37.09 | 11.5 | 3.51 | https://historicbridges.org/newyork/edmunds/little_edmundsrd213b_small.jpg | https://historicbridges.org/newyork/edmunds/little_edmundsrd213b.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/edmunds/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.468850,-75.241770 | ||||||||||||||
| 6085 | Cooper's Tubular Arch Bridge | This is the only surviving example in the country of an unusual patented Phoenix column bowstring truss bridge. The technical description of the main or most noteworthy span of the bridge is a 59 ft (17.98 m) metal pin-connected Bowstring pony truss, fixed. The bridge was primarily built by Melvin A. Nash of Fort Edward, New York. The bridge was primarily designed by William B. Cooper. | 43.043980 | -76.038400 | Pedestrian Walkway | Erie Canal (Original Canal) | Dewitt | Onondaga County, New York | New York | United States | Metal | Bowstring | Pin-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 1886 | 1975 | Melvin A. Nash of Fort Edward, New York | William B. Cooper | 9 | 10 | 59 | 17.98 | 61.7 | 18.81 | 0 | 0 | https://historicbridges.org/newyork/coopers/little_coopers23_small.jpg | https://historicbridges.org/newyork/coopers/little_coopers23.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/coopers/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.043980,-76.038400 | |||||||||||||
| 6086 | Hadley Bow Bridge | Stewart's Bridge | This is the only known surviving example of a half-through lenticular truss, and it also has a pony truss lenticular approach span. The technical description of the main or most noteworthy span of the bridge is a 136 ft (41.45 m) metal pin-connected Lenticular combination (half-deck/pony) truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. | 43.313950 | -73.845000 | Old Corinth Road | Sacandaga River | Rural | Saratoga County, New York | New York | United States | Metal | Lenticular | Pin-Connected | Combination (Half-Deck/Pony) | Truss | Fixed | 9 | 1 | Metal | Lenticular | Pin-Connected | Pony | Truss | Fixed | 3 | 1 | 1885 | 2006 | Berlin Iron Bridge Company of East Berlin, Connecticut | 9 | 9 | 136 | 41.45 | 180 | 54.86 | 17 | 5.18 | https://historicbridges.org/newyork/bow/little_bowbr32_small.jpg | https://historicbridges.org/newyork/bow/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/bow/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.313950,-73.845000 | |||||||
| 6087 | Talcottville Bridge | This is a rare cast iron Whipple arch bowstring truss bridge that was relocated and preserved. The technical description of the main or most noteworthy span of the bridge is a 77 ft (23.47 m) metal (cast iron) Bowstring pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Squire Whipple. | 43.478650 | -75.324140 | Pedestrian Walkway | Black River Canal | Boonville | Oneida County, New York | New York | United States | Metal (Cast Iron) | Bowstring | Pony | Truss | Fixed | 7 | 1 | 0 | 0 | 0 | 2001 | Unknown | Squire Whipple | 9 | 10 | 77 | 23.47 | 77 | 23.47 | 0 | 0 | https://historicbridges.org/newyork/blackrivercanalwhipple/little_blackrivercanalwhipple2_small.jpg | https://historicbridges.org/newyork/blackrivercanalwhipple/little_blackrivercanalwhipple2.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/blackrivercanalwhipple/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.478650,-75.324140 | ||||||||||||||
| 6088 | Lattice Bridge | This classic Wrought Iron Bridge Company Whipple truss bridge sits abandoned. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 42.437300 | -78.129680 | Lattice Bridge Road | Genesee River | Rural | Allegany County, New York | New York | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 11 | 1 | 0 | 0 | 1887 | 0 | Wrought Iron Bridge Company of Canton, Ohio | 8 | 8 | 170 | 51.82 | 173 | 52.73 | 14.8 | 4.51 | https://historicbridges.org/newyork/caneadeawhipple/little_caneadeawhipple4_small.jpg | https://historicbridges.org/newyork/caneadeawhipple/little_caneadeawhipple4.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/caneadeawhipple/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.437300,-78.129680 | ||||||||||||||
| 6089 | Burdick Avenue Bridge | This rare cast and wrought iron bowstring pony truss is also noted for a skew. The technical description of the main or most noteworthy span of the bridge is a 35.8 ft (10.91 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 43.099660 | -75.697080 | Burdick Avenue | Cowaselon Creek | Rural | Madison County, New York | New York | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 1972 | King Bridge Company of Cleveland, Ohio | 9 | 9 | 35.8 | 10.91 | 39.7 | 12.1 | 11.8 | 3.6 | https://historicbridges.org/newyork/oneida/little_oneida3_small.jpg | https://historicbridges.org/newyork/oneida/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/oneida/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.099660,-75.697080 | ||||||||||||||
| 6090 | Lower Turnpike Bridge | This is a beautiful and rare example of a truss bridge with patented Phoenix columns, and also rare for its Baltimore configuration. The technical description of the main or most noteworthy span of the bridge is a 161 ft (49.07 m) metal pin-connected Baltimore through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents. | 43.453630 | -73.340140 | Lower Turnpike Road | Mettawee River | Granville | Washington County, New York | New York | United States | Metal | Baltimore | Pin-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1889 | 2013 | Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents | 9 | 9 | 161 | 49.07 | 169 | 51.51 | 13 | 3.96 | https://historicbridges.org/newyork/lowerturnpike/little_lwrtpkere-opened51b_small.jpg | https://historicbridges.org/newyork/lowerturnpike/little_lwrtpkere-opened51b.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/lowerturnpike/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.453630,-73.340140 | ||||||||||||||
| 6091 | West Road Bridge | This is a rare and very short Whipple truss bridge with Phoenix columns that has been preserved as part of a snowmobile trail. The technical description of the main or most noteworthy span of the bridge is a 88 ft (26.82 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. | 43.557160 | -75.408900 | West Road (Old Alignment, Snowmobile Trail) | Sugar River | Rural | Lewis County, New York | New York | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1888 | 0 | Phoenix Bridge Company of Phoenixville, Pennsylvania | 9 | 9 | 88 | 26.82 | 92 | 28.04 | 14 | 4.27 | https://historicbridges.org/newyork/highmarket/little_highmarketwhipple30_small.jpg | https://historicbridges.org/newyork/highmarket/little_highmarketwhipple30.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/highmarket/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.557160,-75.408900 | ||||||||||||||
| 6092 | Pierceville Bridge | Lazy Brook Park Bridge | An early example of one of the rarest and most beautiful bridge types in the country, this bridge was relocated and preserved in this park. The technical description of the main or most noteworthy span of the bridge is a 113 ft (34.44 m) metal pin-connected Lenticular through truss, fixed. The bridge was primarily built by Corrugated Metal Company of East Berlin, Connecticut (Berlin Iron Bridge Company of East Berlin, Connecticut). | 41.552490 | -75.897570 | Pedestrian Walkway | Tunkhannock Creek Flood Relief Channel | Tunkhannock | Wyoming County, Pennsylvania | Pennsylvania | United States | Metal | Lenticular | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1881 | 2018 | Corrugated Metal Company of East Berlin, Connecticut (Berlin Iron Bridge Company of East Berlin, Connecticut) | 9 | 9 | 113 | 34.44 | 115.2 | 35.11 | 12 | 3.66 | https://historicbridges.org/pennsylvania/piercevillelazybrook/little_2_small.jpg | https://historicbridges.org/pennsylvania/piercevillelazybrook/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/piercevillelazybrook/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.552490,-75.897570 | |||||||||||||
| 6093 | Crystal Springs Street Bridge | Telegraph Road Bridge / M-86 Bridge | This is a good example of a 1920s pony truss built to a standard plan that has been relocated two times in its history. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal rivet-connected Camelback pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 41.925380 | -86.206070 | Crystal Springs Street | Dowagiac River | Rural | Cass County, Michigan | Michigan | United States | Metal | Camelback | Rivet-Connected | Pony | Truss | Fixed | 8 | 1 | 0 | 0 | 1923 | 2018 | Unknown | Michigan State Highway Department | 6 | 8 | 90 | 27.43 | 90 | 27.43 | 27 | 8.23 | https://historicbridges.org/michigan/crystalsprings/little_jasonholloway-20220216_102104_small.jpg | https://historicbridges.org/michigan/crystalsprings/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/crystalsprings/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.925380,-86.206070 | ||||||||||||
| 6094 | Old Richardsville Road Bridge | David Garvin Memorial Bridge | This extremely rare multi-span bowstring truss bridge has an unusual history that is not fully understood. The technical description of the main or most noteworthy span of the bridge is a 138.8 ft (42.31 m) metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 37.020760 | -86.447390 | Old Richardsville Road | Barren River | Bowling Green | Warren County, Kentucky | Kentucky | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Through | Truss | Fixed | 0 | 3 | 0 | 0 | 0 | 0 | King Bridge Company of Cleveland, Ohio | 9 | 9 | 138.8 | 42.31 | 422 | 128.63 | 11.2 | 3.41 | https://historicbridges.org/kentucky/oldrichardsvilleroad/little_oldrichardsvilleroad_9249_small.jpg | https://historicbridges.org/kentucky/oldrichardsvilleroad/little_oldrichardsvilleroad_9249.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/oldrichardsvilleroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.020760,-86.447390 | |||||||||||||
| 6095 | College Street Bridge | This attractive pin-connected Pratt truss span is appreciated by the community making this a local landmark. The technical description of the main or most noteworthy span of the bridge is a 119 ft (36.27 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Vincennes Bridge Company of Vincennes, Indiana. | 37.001250 | -86.430340 | College Street | Barren River | Bowling Green | Warren County, Kentucky | Kentucky | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 3 | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 0 | 1915 | 0 | Vincennes Bridge Company of Vincennes, Indiana | 7 | 8 | 119 | 36.27 | 420 | 128.02 | 17.4 | 5.3 | https://historicbridges.org/kentucky/bowlinggreen/little_bowlinggreen_9807_8_9vib_small.jpg | https://historicbridges.org/kentucky/bowlinggreen/little_bowlinggreen_9807_8_9vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/bowlinggreen/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.001250,-86.430340 | ||||||||
| 6096 | Bowling Green Railroad Bridge | Louisville and Nashville Railroad Bridge | This is an imposing railroad bridge that soars over the Barren River. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. | 37.003190 | -86.432100 | Railroad (CSX) | Barren River | Bowling Green | Warren County, Kentucky | Kentucky | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 200 | 60.96 | 434 | 132.28 | 13 | 3.96 | https://historicbridges.org/kentucky/bowlinggreenrailroad/little_bowlinggreenrailroad_9012_small.jpg | https://historicbridges.org/kentucky/bowlinggreenrailroad/little_bowlinggreenrailroad_9012.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/bowlinggreenrailroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.003190,-86.432100 | |||||||||
| 6097 | Steele Creek Bridge | This is a presentation of Squire Whipple's cast iron top chord used in his bowstring truss bridges, but is used on a Pratt truss here. The technical description of the main or most noteworthy span of the bridge is a metal (cast iron) Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Squire Whipple. Special note about bridge location: This bridge is located on a private driveway but is visible from the nearby public road. | 42.978030 | -75.093780 | Private Driveway | Steele Creek | Rural | Herkimer County, New York | New York | United States | This bridge is located on a private driveway but is visible from the nearby public road. | Metal (Cast Iron) | Pratt | Full-Slope Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Unknown | Squire Whipple | 9 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/iliongorgewhipple/little_marciliongorgewhipple10_small.jpg | https://historicbridges.org/newyork/iliongorgewhipple/little_marciliongorgewhipple10.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/iliongorgewhipple/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.978030,-75.093780 | |||||||||||||
| 6098 | Jenne Lane Bridge | Jenne Road Bridge | This abandoned bridge is a bowstring truss bridge of highly unusual design. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by Unknown. | 42.772010 | -75.727440 | Jenne Lane (Jenne Road) | Otselic Creek | Rural | Madison County, New York | New York | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 0 | Unknown | 9 | 9 | 30 | 9.14 | 30 | 9.14 | 0 | 0 | https://historicbridges.org/newyork/jennelane/little_marcjenne027_small.jpg | https://historicbridges.org/newyork/jennelane/little_marcjenne027.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/jennelane/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.772010,-75.727440 | |||||||||||||
| 6099 | Yellow Creek Church Road Bridge | This is a very old railroad truss bridge that was relocated and reused as a highway bridge. The technical description of the main or most noteworthy span of the bridge is a 106 ft (32.31 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 40.674880 | -80.882290 | Yellow Creek Church Road | Railroad (Norfolk Southern) | Rural | Columbiana County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 0 | 1986 | Unknown | 8 | 9 | 106 | 32.31 | 107 | 32.61 | 13.5 | 4.11 | https://historicbridges.org/ohio/yellowcreekchurch/little_yellowcreekchurchroadbridge_9011_small.jpg | https://historicbridges.org/ohio/yellowcreekchurch/little_yellowcreekchurchroadbridge_9011.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/yellowcreekchurch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.674880,-80.882290 | ||||||||||||||
| 6100 | Lisbon Bridge | Columbiana County Fairgrounds Bridge | After being in storage for decades, this rare bowstring truss bridge was relocated and restored for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 102.7 ft (31.3 m) metal Bowstring pony truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. | 40.782980 | -80.767030 | Pedestrian Walkway | Ravine | Lisbon | Columbiana County, Ohio | Ohio | United States | Metal | Bowstring | Pony | Truss | Fixed | 12 | 1 | Threaded Rod-Nut Connected | 0 | 1 | 1872 | 2017 | Massillon Bridge Company of Massillon, Ohio | 9 | 9 | 102.7 | 31.3 | 183 | 55.78 | 10 | 3.05 | https://historicbridges.org/ohio/lisbonbridge/little_lisbonbridge_8819_small.jpg | https://historicbridges.org/ohio/lisbonbridge/little_lisbonbridge_8819.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/lisbonbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.782980,-80.767030 | |||||||||||||
| 6101 | Echo Dell Road Bridge | This classic Pratt truss bridge with attractive plaques has been rehabilitated for vehicular traffic in this scenic park setting. The technical description of the main or most noteworthy span of the bridge is a 127 ft (38.71 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Central Concrete and Construction Company of Canton Ohio and Canton Bridge Company of Canton, Ohio. | 40.727700 | -80.611300 | Echo Dell Road (TR-929) | Little Beaver Creek | Rural | Columbiana County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1910 | 2009 | Central Concrete and Construction Company of Canton Ohio and Canton Bridge Company of Canton, Ohio | 7 | 7 | 127 | 38.71 | 129 | 39.32 | 12.5 | 3.81 | https://historicbridges.org/ohio/echodellroadbridge/little_echodellroadbridge_8537_small.jpg | https://historicbridges.org/ohio/echodellroadbridge/little_echodellroadbridge_8537.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/echodellroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.727700,-80.611300 | ||||||||||||||
| 6102 | Gaston's Mill Bridge | This small but unaltered and attractive stone arch bridge is located next to the remains of an old lock system. The technical description of the main or most noteworthy span of the bridge is a 12 ft (3.66 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 40.727130 | -80.611650 | Echo Dell Road (TR-929) | Sandy and Beaver Canal | Rural | Columbiana County, Ohio | Ohio | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1909 | 0 | Unknown | 6 | 6 | 12 | 3.66 | 21 | 6.4 | 0 | 0 | https://historicbridges.org/ohio/gastonsmillbridge/little_gastonsmillbridge_8744_5_6vib_small.jpg | https://historicbridges.org/ohio/gastonsmillbridge/little_gastonsmillbridge_8744_5_6vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/gastonsmillbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.727130,-80.611650 | |||||||||||||||
| 6103 | Kensington Farm Bridge | Only one half-collapsed truss remains of what was a rare cast and wrought iron bowstring truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 40.740180 | -80.952490 | Abandoned Driveway | Sandy Creek | Kensington | Columbiana County, Ohio | Ohio | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | King Bridge Company of Cleveland, Ohio | 9 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/kensingtonfarmbridge/little_kensingtonfarmbridge_9411_small.jpg | https://historicbridges.org/ohio/kensingtonfarmbridge/little_kensingtonfarmbridge_9411.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/kensingtonfarmbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.740180,-80.952490 | ||||||||||||||
| 6104 | Willard Road Bridge | This is a 19th century railroad deck truss bridge that was relocated and reused as a highway overpass in 1919. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal pin-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. | 40.712520 | -80.908110 | Willard Road (TR-843) | Railroad (Penn Railroad) | Rural | Columbiana County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Deck | Truss | Fixed | 9 | 1 | 0 | 0 | 0 | 1919 | Unknown | 7 | 8 | 140 | 42.67 | 148 | 45.11 | 24 | 7.32 | https://historicbridges.org/ohio/willardroadbridge/little_willardroadbridge_9336_7_8vib_small.jpg | https://historicbridges.org/ohio/willardroadbridge/little_willardroadbridge_9336_7_8vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/willardroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.712520,-80.908110 | ||||||||||||||
| 6105 | Washington Street Bridge | Boonton Bridge | This unusual highway deck truss bridge has been bypassed and preserved for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 133 ft (40.54 m) metal pin-connected Pratt railing height truss, fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. | 40.894480 | -74.410260 | Washington Street (Old Alignment) | Rockaway River (City Reservoir) | Boonton | Morris County, New Jersey | New Jersey | United States | Metal | Pratt | Pin-Connected | Railing Height | Truss | Fixed | 8 | 3 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1895 | 2005 | Canton Bridge Company of Canton, Ohio | 7 | 8 | 133 | 40.54 | 497 | 151.49 | 23.6 | 7.19 | https://historicbridges.org/newjersey/boonton/little_jcresvhalfthrough98_small.jpg | https://historicbridges.org/newjersey/boonton/little_jcresvhalfthrough98.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/boonton/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.894480,-74.410260 | ||||||||||
| 6106 | Rock Run Road Bridge | This bridge is a very rare surviving example of a bridge by the Horseheads Bridge Company, and it has the decorative details used by the company. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Horseheads Bridge Company of Horseheads, New York. | 41.460090 | -76.509510 | Rock Run Road (TR-346) | Loyalsock Creek | Rural | Sullivan County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1897 | 1983 | Horseheads Bridge Company of Horseheads, New York | 8 | 8 | 120 | 36.58 | 125 | 38.1 | 14.8 | 4.51 | https://historicbridges.org/pennsylvania/rockrunroad/little_horseheadsaftertheflood23_small.jpg | https://historicbridges.org/pennsylvania/rockrunroad/little_img_6565.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rockrunroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.460090,-76.509510 | ||||||||||||||
| 6107 | O'Neil Road Bridge | Bridge E-84 | Featuring portal cresting, this is also an extremely rare example of a multi-span pin-connected Baltimore highway truss bridge. The technical description of the main or most noteworthy span of the bridge is a 195 ft (59.44 m) metal pin-connected Baltimore through truss, fixed. The bridge was primarily built by Unknown. | 43.076530 | -76.625630 | Oneil Road | Seneca River (New York State Barge Canal System) | Rural | Cayuga County, New York | New York | United States | Metal | Baltimore | Pin-Connected | Through | Truss | Fixed | 10 | 2 | 0 | 0 | 1910 | 0 | Unknown | 8 | 9 | 195 | 59.44 | 390 | 118.87 | 15 | 4.57 | https://historicbridges.org/newyork/oneill/little_oneillrd72_small.jpg | https://historicbridges.org/newyork/oneill/little_img_3607.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/oneill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.076530,-76.625630 | |||||||||||||
| 6108 | Brookmans Corners Road Bridge | This rare surviving rainbow arch bridge in New York State is also unusual for being built by a Luten bridge company. The technical description of the main or most noteworthy span of the bridge is a 71 ft (21.64 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Luten Bridge Company of Unknown Location. | 42.935350 | -74.703890 | Brookmans Corners Road (CR-73) | Otsquago Creek | Rural | Montgomery County, New York | New York | United States | Concrete | Rainbow | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1930 | 1973 | Luten Bridge Company of Unknown Location | 7 | 9 | 71 | 21.64 | 76.8 | 23.41 | 18 | 5.49 | https://historicbridges.org/newyork/cr73rainbow/little_cr73bridge24_small.jpg | https://historicbridges.org/newyork/cr73rainbow/little_cr73bridge24.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/cr73rainbow/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.935350,-74.703890 | |||||||||||||||
| 6109 | Meadow View Road Bridge | This is one of the few historic truss bridges in Pennsylvania to be spared demolition and relocated and preserved! The technical description of the main or most noteworthy span of the bridge is a 38 ft (11.58 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 39.994150 | -76.849850 | Pedestrian Walkway | Fox Run | Dover | York County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1890 | 2014 | Wrought Iron Bridge Company of Canton, Ohio | 6 | 7 | 38 | 11.58 | 42 | 12.8 | 12 | 3.66 | https://historicbridges.org/pennsylvania/meadowviewroad2/little_pa-25m-5_small.jpg | https://historicbridges.org/pennsylvania/meadowviewroad2/little_pa-25m-5.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/meadowviewroad2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.994150,-76.849850 | ||||||||||||||
| 6110 | Hays Street Bridge | This extremely rare example of a Phoenix column truss bridge has been preserved for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 225 ft (68.58 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. | 29.430200 | -98.477290 | Hays Street (Pedestrian Walkway) | Railroad (Union Pacific) | San Antonio | Bexar County, Texas | Texas | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 13 | 1 | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 0 | 1881 | 2010 | Phoenix Bridge Company of Phoenixville, Pennsylvania | 9 | 9 | 225 | 68.58 | 1355 | 413 | 0 | 0 | https://historicbridges.org/texas/haysstreet/little_haysstreetbridge_7435_small.jpg | https://historicbridges.org/texas/haysstreet/little_haysstreetbridge_7435.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/haysstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.430200,-98.477290 | ||||||||
| 6111 | Leibs Creek Driveway Bridge | Draco Road Driveway Bridge | This classic Wrought Iron Bridge Company pony truss bridge is located on a private driveway next to a public road. The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. Special note about bridge location: This bridge is on private property but is viewable from the adjacent public road. | 39.750140 | -76.540660 | Private Driveway | Leibs Creek | Rural | York County, Pennsylvania | Pennsylvania | United States | This bridge is on private property but is viewable from the adjacent public road. | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1890 | 1980 | Wrought Iron Bridge Company of Canton, Ohio | 7 | 7 | 64 | 19.51 | 64 | 19.51 | 14 | 4.27 | https://historicbridges.org/pennsylvania/dracordprivatedrive/little_dracordprivatedrive14_small.jpg | https://historicbridges.org/pennsylvania/dracordprivatedrive/little_dracordprivatedrive14.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/dracordprivatedrive/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.750140,-76.540660 | ||||||||||||
| 6112 | Rankin Bridge | George Rankin Jr. Memorial Bridge | This large bridge is a good example of a mid-20th century truss bridge. The technical description of the main or most noteworthy span of the bridge is a 525 ft (160.02 m) metal cantilever rivet-connected Warren deck truss, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. | 40.405840 | -79.880500 | Braddock Avenue, Green Belt | Monongahela River, and Various Roads and Railroads | Rankin and Whitaker | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 22 | Cantilever | 9 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 12 | 3 | 1951 | 2011 | Bethlehem Steel Company of Bethlehem, Pennsylvania | 6 | 6 | 525 | 160.02 | 2426 | 739.44 | 58 | 17.68 | https://historicbridges.org/pennsylvania/rankinbridge/little_day4rankinbridge6715_small.jpg | https://historicbridges.org/pennsylvania/rankinbridge/little_rankinbridgeadd_3448.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rankinbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.405840,-79.880500 | ||||||
| 6113 | Herrs Island Allegheny River Railroad Bridge | This heavy-duty bridge carries railroad traffic clear across the river and its back channel as well as several streets. The technical description of the main or most noteworthy span of the bridge is a 400 ft (121.92 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 40.465520 | -79.973500 | Railroad (Allegheny Valley Railroad) | Allegheny River and Various Streets | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 10 | 2 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 6 | 0 | 1921 | 0 | American Bridge Company of New York, New York | 8 | 7 | 400 | 121.92 | 3310 | 1008.89 | 0 | 0 | https://historicbridges.org/pennsylvania/herrsislandalleghenymainchannelrr/little_day4herrsislandalleghenymainchannelrr6962_small.jpg | https://historicbridges.org/pennsylvania/herrsislandalleghenymainchannelrr/little_day4herrsislandalleghenymainchannelrr6962.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/herrsislandalleghenymainchannelrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.465520,-79.973500 | ||||||||
| 6114 | Key Bridge | Francis Scott Key Bridge | This attractive arch bridge is also noted as a rare example of a Melan type arch bridge with solid steel reinforcing. The technical description of the main or most noteworthy span of the bridge is a 208 ft (63.4 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by U.S. Army Corps of Engineers Day Labor. | 38.902560 | -77.069800 | US-29 | Potomac River | Washington and Arlington | District of Columbia and Arlington County, Virginia | District of Columbia and Virginia | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 8 | 0 | 0 | 1925 | 2017 | U.S. Army Corps of Engineers Day Labor | 8 | 8 | 208 | 63.4 | 1791.5 | 546.05 | 66 | 20.12 | https://historicbridges.org/dc/francisscottkeybridge/little_francisscottkeybridge_6169_70_71vibra_small.jpg | https://historicbridges.org/dc/francisscottkeybridge/little_francisscottkeybridge_6169_70_71vibra.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=dc/francisscottkeybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.902560,-77.069800 | ||||||||||||||
| 6115 | Raymondville Bridge | Grantville Road Bridge | This is one of the two longest spanning Berlin Iron Bridge Company lenticular truss bridges in the country, and uses a Warren truss variation. The technical description of the main or most noteworthy span of the bridge is a 288 ft (87.78 m) metal pin-connected Lenticular through truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. | 44.839700 | -74.979420 | Grantville Road | Raquette River | Raymondville | St. Lawrence County, New York | New York | United States | Metal | Lenticular | Pin-Connected | Through | Truss | Fixed | 0 | 1 | 0 | 0 | 1886 | 1965 | Berlin Iron Bridge Company of East Berlin, Connecticut | 10 | 10 | 288 | 87.78 | 288 | 87.78 | 18 | 5.49 | https://historicbridges.org/newyork/raymondvillegrantville/little_raymondvillegrantville_6822_small.jpg | https://historicbridges.org/newyork/raymondvillegrantville/little_raymondvillegrantville_6822.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/raymondvillegrantville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.839700,-74.979420 | |||||||||||||
| 6116 | Spile Bridge | This is an extremely rare multi-span example of a cast and wrought iron bowstring truss bridge, and also noted for its unique sway bracing. The technical description of the main or most noteworthy span of the bridge is a 121.7 ft (37.09 m) metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 44.615760 | -75.477080 | Spile Bridge Road | Black Lake Outlet | Rural | St. Lawrence County, New York | New York | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Through | Truss | Fixed | 13 | 3 | 0 | 0 | 1874 | 1977 | King Bridge Company of Cleveland, Ohio | 9 | 10 | 121.7 | 37.09 | 370 | 112.78 | 14.4 | 4.39 | https://historicbridges.org/newyork/spile/little_spile_7485_6_7bal_small.jpg | https://historicbridges.org/newyork/spile/little_spile_7485_6_7bal.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/spile/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.615760,-75.477080 | ||||||||||||||
| 6117 | ! | Glimmer Glass Bridge | Brielle Road Bridge | This is the last known surviving example of a Belidor type bascule bridge in the country. The technical description of the main or most noteworthy span of the bridge is a 34 ft (10.36 m) metal deck girder, movable: single leaf bascule, Belidor. The bridge was primarily built by Unknown. | 40.111750 | -74.044450 | Brielle Road | Glimmer Glass | Manasquan | Monmouth County, New Jersey | New Jersey | United States | Metal | Deck | Girder | Movable: Single Leaf Bascule | Belidor | 0 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 16 | 1938 | 1994 | Unknown | 9 | 9 | 34 | 10.36 | 279 | 85.04 | 20 | 6.1 | https://historicbridges.org/newjersey/glimmerglass/little_glimmerglassbridge34_small.jpg | https://historicbridges.org/newjersey/glimmerglass/little_glimmerglassbridge34.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/glimmerglass/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.111750,-74.044450 | ||||||||||
| 6118 | Boydton Plank Road Bridge | This is the only known surviving rainbow arch bridge in Virginia. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) concrete tied Rainbow through arch, fixed. The bridge was primarily built by Hankins and Collins of Richmond, Virginia. The bridge was primarily designed by Virginia State Highway Commission. | 37.067170 | -77.602610 | US-1 (Boydton Plank Road) Southbound | Stony Creek | Rural | Dinwiddie County, Virginia | Virginia | United States | Concrete | Rainbow | Tied | Through | Arch | Fixed | 0 | 1 | Concrete | T-Beam | Fixed | 0 | 2 | 1926 | 0 | Hankins and Collins of Richmond, Virginia | Virginia State Highway Commission | 8 | 9 | 90 | 27.43 | 167 | 50.9 | 23 | 7.01 | https://historicbridges.org/virginia/stonycreekbridge/little_stonycreekbridge2_small.jpg | https://historicbridges.org/virginia/stonycreekbridge/little_stonycreekbridge2.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/stonycreekbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.067170,-77.602610 | ||||||||||
| 6119 | Marshall Family Bridge | Paper Mill Bridge, McIntyre Bridge | Following its relocation from Iowa to Delaware and restoration for pedestrian use, this became the only cast and wrought iron bowstring bridge in Delaware. The technical description of the main or most noteworthy span of the bridge is a 119.5 ft (36.42 m) metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 39.807100 | -75.679390 | Yorklyn Bridge Trail | Red Clay Creek | Yorklyn | New Castle County, Delaware | Delaware | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1883 | 2018 | King Bridge Company of Cleveland, Ohio | 9 | 10 | 119.5 | 36.42 | 120 | 36.58 | 14.3 | 4.36 | https://historicbridges.org/delaware/mcintyrepapermill/little_img_20180723_143240_small.jpg | https://historicbridges.org/delaware/mcintyrepapermill/little_img_20180723_143240.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=delaware/mcintyrepapermill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.807100,-75.679390 | |||||||||||||
| 6120 | Havre de Grace Swing Bridge | This is an impressive railroad truss bridge consisting of a swing span with an extremely long deck truss approach system leading up to the swing span at each end. The technical description of the main or most noteworthy span of the bridge is a 280 ft (85.34 m) metal rivet-connected Pratt through t-beam, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by American Bridge Company of New York, New York and Pennsylvania Steel Company of Steelton, Pennsylvania. The bridge was primarily designed by H. R. Leonard. | 39.554380 | -76.086280 | Railroad (Amtrak Northeast Corridor) | Susquehanna River | Havre de Grace and Perryville | Harford County, Maryland and Cecil County, Maryland | Maryland | United States | Metal | Pratt | Rivet-Connected | Through | T-Beam | Movable: Swing | Rim Bearing Center Pier | 0 | 1 | Metal | Pratt | Pin-Connected | Deck | Truss | Fixed | 7 | 17 | 1906 | 0 | American Bridge Company of New York, New York and Pennsylvania Steel Company of Steelton, Pennsylvania | H. R. Leonard | 8 | 8 | 280 | 85.34 | 4154 | 1266.14 | 0 | 0 | https://historicbridges.org/maryland/amtraknecorridor/little_havredegraceswingbridge_0744_small.jpg | https://historicbridges.org/maryland/amtraknecorridor/little_havredegraceswingbridge_0744.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/amtraknecorridor/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.554380,-76.086280 | ||||||
| 6121 | Havre de Grace Railroad Bridge | This is a long and large bridge noted for its variety of span types and its extremely long simple deck truss span. The technical description of the main or most noteworthy span of the bridge is a 520 ft (158.5 m) metal pin-connected Baltimore deck truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 39.569080 | -76.087130 | Railroad (CSX) | Susquehanna River | Havre de Grace and Perryville | Harford County, Maryland and Cecil County, Maryland | Maryland | United States | Metal | Baltimore | Pin-Connected | Deck | Truss | Fixed | 16 | 1 | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 0 | 37 | 1909 | 0 | American Bridge Company of New York, New York | 9 | 9 | 520 | 158.5 | 6109 | 1862.02 | 0 | 0 | https://historicbridges.org/maryland/csxchessiebandooversusquehanna/little_havredegracerailroadbridge_0828_small.jpg | https://historicbridges.org/maryland/csxchessiebandooversusquehanna/little_havredegracerailroadbridge_0828.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/csxchessiebandooversusquehanna/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.569080,-76.087130 | ||||||||
| 6122 | Thomas J. Hatem Memorial Bridge | Havre de Grace Bridge | This bridge is noted for its rare Wichert truss spans, and is the largest Wichert truss bridge in the country. The technical description of the main or most noteworthy span of the bridge is a 456 ft (138.99 m) metal continuous (arch and suspended deck) rivet-connected Wichert through truss, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois). | 39.562530 | -76.085900 | US-40 | Susquehanna River | Havre de Grace and Perryville | Harford County, Maryland and Cecil County, Maryland | Maryland | United States | Metal | Wichert | Rivet-Connected | Through | Truss | Fixed | 0 | Continuous (Arch and Suspended Deck) | 6 | Metal | Wichert | Rivet-Connected | Deck | Truss | Fixed | 0 | Continuous | 50 | 1939 | 2011 | Bethlehem Steel Company of Bethlehem, Pennsylvania | John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois) | 9 | 10 | 456 | 138.99 | 7624.4 | 2323.92 | 47.2 | 14.39 | https://historicbridges.org/maryland/thomasjhatemmemorialbridgert40/little_thomasjhatemmemorialbridge_0807_small.jpg | https://historicbridges.org/maryland/thomasjhatemmemorialbridgert40/little_thomasjhatemmemorialbridge_0361.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/thomasjhatemmemorialbridgert40/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.562530,-76.085900 | ||||
| 6123 | Bell Manor Road Bridge | This bridge is a traditional pin-connected Pratt truss bridge. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by York Bridge Company of York, Pennsylvania. | 39.684430 | -76.194740 | Bell Manor Road | Conowingo Creek | Rural | Cecil County, Maryland | Maryland | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 1902 | 0 | York Bridge Company of York, Pennsylvania | 7 | 7 | 105 | 32 | 107.6 | 32.8 | 15.7 | 4.79 | https://historicbridges.org/maryland/bellmanorroadbridge/little_bellmanorroadbridge14_small.jpg | https://historicbridges.org/maryland/bellmanorroadbridge/little_bellmanorroadbridge14.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/bellmanorroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.684430,-76.194740 | ||||||||||||||
| 6124 | ! | Carter Farm Bridge | This pony truss is a small but unaltered example of a York Bridge Company pony truss. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by York Bridge Company of York, Pennsylvania. Special note about bridge location: This bridge is located on a private driveway but is visible from the nearby public road. | 39.623710 | -76.400840 | Private Driveway | Deer Creek | Rural | Harford County, Maryland | Maryland | United States | This bridge is located on a private driveway but is visible from the nearby public road. | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1907 | 0 | York Bridge Company of York, Pennsylvania | 6 | 6 | 60 | 18.29 | 60 | 18.29 | 0 | 0 | https://historicbridges.org/maryland/carterfarmbridge/little_carterfarmbridge2_small.jpg | https://historicbridges.org/maryland/carterfarmbridge/little_carterfarmbridge2.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/carterfarmbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.623710,-76.400840 | ||||||||||||
| 6125 | Cherry Hill Road Bridge | This is a classic example of a Wrought Iron Bridge Company Pratt truss. The technical description of the main or most noteworthy span of the bridge is a 117 ft (35.66 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 39.630010 | -76.398070 | Cherry Hill Road | Deer Creek | Rural | Harford County, Maryland | Maryland | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 0 | 1999 | Wrought Iron Bridge Company of Canton, Ohio | 7 | 7 | 117 | 35.66 | 124 | 37.8 | 12.5 | 3.81 | https://historicbridges.org/maryland/cherryhillroadbridge/little_cherryhillroadbridge19_small.jpg | https://historicbridges.org/maryland/cherryhillroadbridge/little_cherryhillroadbridge19.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/cherryhillroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.630010,-76.398070 | ||||||||||||||
| 6126 | Rocks Road Bridge | MD-24 Deer Creek Bridge | This is a good example of a state-design through truss noted for its extremely heavy skew. The technical description of the main or most noteworthy span of the bridge is a 123 ft (37.49 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Fort Pitt Bridge Works of Pittsburgh, Pennsylvania. | 39.641790 | -76.412250 | MD-24 (Rocks Road) | Deer Creek | Rural | Harford County, Maryland | Maryland | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 1934 | 2001 | Fort Pitt Bridge Works of Pittsburgh, Pennsylvania | 6 | 6 | 123 | 37.49 | 132 | 40.23 | 28.5 | 8.69 | https://historicbridges.org/maryland/deercreekbridge/little_deercreekbridge4_small.jpg | https://historicbridges.org/maryland/deercreekbridge/little_deercreekbridge4.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/deercreekbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.641790,-76.412250 | |||||||||||||
| 6127 | Forge Hill Road Bridge | This bridge is an unusual cantilever arch design, and even more rare for its use of the Julius Kahn system of reinforcing. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) concrete cantilever Closed Spandrel (Ribbed) deck arch, fixed. The bridge was primarily built by E. Ward Brown of Port Deposit, Maryland. The bridge was primarily designed by Layton F. Smith of Baltimore, Maryland. | 39.614370 | -76.284250 | Forge Hill Road | Deer Creek | Rural | Harford County, Maryland | Maryland | United States | Concrete | Closed Spandrel (Ribbed) | Deck | Arch | Fixed | 0 | Cantilever | 3 | 0 | 0 | 1911 | 2001 | E. Ward Brown of Port Deposit, Maryland | Layton F. Smith of Baltimore, Maryland | 8 | 8 | 110 | 33.53 | 216 | 65.84 | 18 | 5.49 | https://historicbridges.org/maryland/forgehillroadbridge/little_forgehillroadbridge8_small.jpg | https://historicbridges.org/maryland/forgehillroadbridge/little_forgehillroadbridge8.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/forgehillroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.614370,-76.284250 | |||||||||||||
| 6128 | Noble's Mill Bridge | This is a well-preserved and relatively long span example of a pin-connected Pratt truss highway bridge. The technical description of the main or most noteworthy span of the bridge is a 148 ft (45.11 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 39.617830 | -76.237660 | Nobles Mill Road | Deer Creek | Rural | Harford County, Maryland | Maryland | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1890 | 1998 | Wrought Iron Bridge Company of Canton, Ohio | 7 | 7 | 148 | 45.11 | 152 | 46.33 | 13 | 3.96 | https://historicbridges.org/maryland/noblesmillroadbridge/little_noblesmillroadbridge17_small.jpg | https://historicbridges.org/maryland/noblesmillroadbridge/little_noblesmillroadbridge17.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/noblesmillroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.617830,-76.237660 | ||||||||||||||
| 6129 | New Bridge | This bridge was designed by noted engineer Charles H. Latrobe and is a relatively old example of a pin-connected Pratt truss. The technical description of the main or most noteworthy span of the bridge is a 128 ft (39.01 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Charles H. Latrobe. | 39.706820 | -76.115110 | New Bridge Road | Octoraro Creek | Rural | Cecil County, Maryland | Maryland | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1884 | 0 | Unknown | Charles H. Latrobe | 7 | 7 | 128 | 39.01 | 133 | 40.54 | 16.4 | 5 | https://historicbridges.org/maryland/newbridgeroadbridge/little_newbridgeroadbridge11_small.jpg | https://historicbridges.org/maryland/newbridgeroadbridge/little_newbridgeroadbridge11.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/newbridgeroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.706820,-76.115110 | |||||||||||||
| 6130 | Priest Ford Road Bridge | MD-136 Deer Creek Bridge | This is a representative example of a state-design riveted pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Maryland State Roads Commission. | 39.601360 | -76.259830 | MD-136 (Priestford Road) | Deer Creek | Rural | Harford County, Maryland | Maryland | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 8 | 1 | 0 | 0 | 1931 | 1987 | Unknown | Maryland State Roads Commission | 5 | 5 | 100 | 30.48 | 107 | 32.61 | 20 | 6.1 | https://historicbridges.org/maryland/rt136bridge/little_rt136bridge1_small.jpg | https://historicbridges.org/maryland/rt136bridge/little_rt136bridge1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/rt136bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.601360,-76.259830 | ||||||||||||
| 6131 | McCauley Road Bridge | This pony truss is noted for its use of v-lacing instead of cover plate on the top chord and end posts. The technical description of the main or most noteworthy span of the bridge is a 53.2 ft (16.22 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Charles H. Latrobe. | 39.661820 | -76.147080 | McCauley Road | Basin Run | Rural | Cecil County, Maryland | Maryland | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1884 | 1993 | Unknown | Charles H. Latrobe | 7 | 7 | 53.2 | 16.22 | 56 | 17.07 | 10.5 | 3.2 | https://historicbridges.org/maryland/mccauleyroadbridge/little_mccauleyroadbridge2_small.jpg | https://historicbridges.org/maryland/mccauleyroadbridge/little_mccauleyroadbridge2.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/mccauleyroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.661820,-76.147080 | |||||||||||||
| 6132 | Lake Fanny Road Bridge | This bridge is an excellent example of a Luten arch bridge. The technical description of the main or most noteworthy span of the bridge is a 48 ft (14.63 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Luten Bridge Company of York, Pennsylvania. | 39.514710 | -76.367850 | Lake Fanny Road | Winters Run | Rural | Harford County, Maryland | Maryland | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1913 | 0 | Luten Bridge Company of York, Pennsylvania | 6 | 7 | 48 | 14.63 | 54 | 16.46 | 21.3 | 6.49 | https://historicbridges.org/maryland/lakefannyroadbridge/little_lakefannyroadbridge5_small.jpg | https://historicbridges.org/maryland/lakefannyroadbridge/little_lakefannyroadbridge5.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/lakefannyroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.514710,-76.367850 | |||||||||||||||
| 6133 | Bel Air Road Bridge | US-1 Business Winters Run Bridge | This is a good representative example of a concrete arch designed by the state. The technical description of the main or most noteworthy span of the bridge is a 55 ft (16.76 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Maryland State Roads Commission. | 39.515530 | -76.368940 | US-1 Business (Belair Road, Baltimore Pike) | Winters Run | Rural | Harford County, Maryland | Maryland | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1930 | 0 | Unknown | Maryland State Roads Commission | 5 | 6 | 55 | 16.76 | 55 | 16.76 | 50 | 15.24 | https://historicbridges.org/maryland/wintersrunbridge/little_wintersrunbridge1_small.jpg | https://historicbridges.org/maryland/wintersrunbridge/little_wintersrunbridge1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/wintersrunbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.515530,-76.368940 | |||||||||||||
| 6134 | Creek Road Bridge | State Bridge NC-120 | This bridge is an excellent example of a Luten arch bridge. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Luten Bridge Company of York, Pennsylvania. | 39.801410 | -75.652390 | DE-82 (Creek Road, Mt. Cuba Road) | Red Clay Creek | Ashland | New Castle County, Delaware | Delaware | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1922 | 2002 | Luten Bridge Company of York, Pennsylvania | 7 | 7 | 80 | 24.38 | 80 | 24.38 | 23.6 | 7.19 | https://historicbridges.org/delaware/mountcubaroadbridge/little_mountcubaroadbridge18_small.jpg | https://historicbridges.org/delaware/mountcubaroadbridge/little_mountcubaroadbridge18.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=delaware/mountcubaroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.801410,-75.652390 | ||||||||||||||
| 6135 | Creek Road Bridge | State Bridge NC-119 | This is a good example of a state designed highway plate girder noted for ornamental abutment details. The technical description of the main or most noteworthy span of the bridge is a 104 ft (31.7 m) metal through girder, fixed. The bridge was primarily built by Olivere Paving and Construction Company of Wilmington, Delaware. The bridge was primarily designed by Delaware State Highway Department. | 39.801340 | -75.654260 | DE-82 (Creek Road, Mt. Cuba Road) | Red Clay Creek | Ashland | New Castle County, Delaware | Delaware | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1939 | 0 | Olivere Paving and Construction Company of Wilmington, Delaware | Delaware State Highway Department | 5 | 6 | 104 | 31.7 | 107 | 32.61 | 24 | 7.32 | https://historicbridges.org/delaware/rt82bridge/little_rt82bridge3_small.jpg | https://historicbridges.org/delaware/rt82bridge/little_rt82bridge3.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=delaware/rt82bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.801340,-75.654260 | ||||||||||||||
| 6136 | Wilmington and Western Railroad Bridge | This extremely old metal truss railroad bridge has a rare skew and unusual design details. The technical description of the main or most noteworthy span of the bridge is a 104 ft (31.7 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 39.801210 | -75.654260 | Railroad (Wilmington and Western) | Red Clay Creek | Ashland | New Castle County, Delaware | Delaware | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 2005 | Unknown | 8 | 9 | 104 | 31.7 | 130 | 39.62 | 14.5 | 4.42 | https://historicbridges.org/delaware/wilmingtonandwestern/little_wilmingtonandwesternbridge5_small.jpg | https://historicbridges.org/delaware/wilmingtonandwestern/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=delaware/wilmingtonandwestern/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.801210,-75.654260 | ||||||||||||||
| 6137 | Yorklyn Road Bridge | State Bridge NC-112 | This is a traditional example of a rivet-connected and state-designed pony truss bridge located near historic Auburn Heights Preserve. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Belmont Iron Works of Chester, Pennsylvania. The bridge was primarily designed by New Castle County Engineer's Office. | 39.808040 | -75.675920 | Yorklyn Road (Road 257) | Red Clay Creek | Yorklyn | New Castle County, Delaware | Delaware | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1929 | 1990 | Belmont Iron Works of Chester, Pennsylvania | New Castle County Engineer's Office | 6 | 6 | 75 | 22.86 | 78 | 23.77 | 20 | 6.1 | https://historicbridges.org/delaware/yorklynroadbridge/little_img_20180723_162337_small.jpg | https://historicbridges.org/delaware/yorklynroadbridge/little_img_20180723_162337.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=delaware/yorklynroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.808040,-75.675920 | ||||||||||||
| 6138 | Washington Street Bridge | Washington Memorial Bridge | The only open spandrel concrete arch in Delaware features substantial architectural details. The technical description of the main or most noteworthy span of the bridge is a 250 ft (76.2 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Walsh Construction Company of Davenport, Iowa, and Syracuse, New York. The bridge was primarily designed by Benjamin H. Davis of New York, New York. | 39.752260 | -75.548370 | Washington Street | Brandywine Creek | Wilmington | New Castle County, Delaware | Delaware | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 1 | Concrete | Closed Spandrel (Ribbed) | Deck | Arch | Fixed | 0 | 4 | 1922 | 2000 | Walsh Construction Company of Davenport, Iowa, and Syracuse, New York | Benjamin H. Davis of New York, New York | 7 | 7 | 250 | 76.2 | 720 | 219.46 | 40 | 12.19 | https://historicbridges.org/delaware/washingtonstreetbridge/little_washingtonstreetbridge14_small.jpg | https://historicbridges.org/delaware/washingtonstreetbridge/little_washingtonstreetbridge14.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=delaware/washingtonstreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.752260,-75.548370 | ||||||||
| 6139 | Evanson Road Bridge | State Bridge NC-179A | This is one of a couple surviving bridges in Delaware that are unique because they are so small and lightweight. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Edge Moor Bridge Works of Wilmington, Delaware. | 39.782906 | -75.701611 | Evanson Road | Mill Creek | Hockessin | New Castle County, Delaware | Delaware | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 2 | 1 | 0 | 0 | 1890 | 1995 | Edge Moor Bridge Works of Wilmington, Delaware | 7 | 7 | 20 | 6.1 | 20 | 6.1 | 0 | 0 | https://historicbridges.org/delaware/evansonroadbridge/little_evansonroadbridge14_small.jpg | https://historicbridges.org/delaware/evansonroadbridge/little_evansonroadbridge14.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=delaware/evansonroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.782906,-75.701611 | |||||||||||||
| 6140 | Stanton-Christiana Road Bridge | State Bridge NC-246 | This is the only known surviving rainbow arch bridge in Delaware, and nationally is a very late example of this type. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) concrete tied Rainbow through arch, fixed. The bridge was primarily built by J. A. Bader Company of Wilmington, Delaware. The bridge was primarily designed by Delaware State Highway Department. | 39.707250 | -75.652530 | Stanton-Christiana Road (Former DE-4 and DE-7) | White Clay Creek and Mill Creek | Stanton | New Castle County, Delaware | Delaware | United States | Concrete | Rainbow | Tied | Through | Arch | Fixed | 10 | 1 | 0 | 0 | 1942 | 0 | J. A. Bader Company of Wilmington, Delaware | Delaware State Highway Department | 7 | 9 | 125 | 38.1 | 125 | 38.1 | 0 | 0 | https://historicbridges.org/delaware/oldrt7bridge/little_oldrt7bridge1_small.jpg | https://historicbridges.org/delaware/oldrt7bridge/little_oldrt7bridge1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=delaware/oldrt7bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.707250,-75.652530 | ||||||||||||
| 6141 | Old Capitol Trail Bridge | Marshallton Bridge | This plate girder bridge was designed to look as attractive as possible, and has an unusual curved design. The technical description of the main or most noteworthy span of the bridge is a 113 ft (34.44 m) metal through girder, fixed. The bridge was primarily built by George E. Shockley of Rehoboth, Delaware. The bridge was primarily designed by Delaware State Highway Department. | 39.728370 | -75.636800 | Old Capitol Trail | Red Clay Creek | Marshallton | New Castle County, Delaware | Delaware | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1931 | 1989 | George E. Shockley of Rehoboth, Delaware | Delaware State Highway Department | 7 | 7 | 113 | 34.44 | 119 | 36.27 | 24 | 7.32 | https://historicbridges.org/delaware/oldcapitoltrailbridge/little_oldcapitoltrailbridge1_small.jpg | https://historicbridges.org/delaware/oldcapitoltrailbridge/little_oldcapitoltrailbridge1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=delaware/oldcapitoltrailbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.728370,-75.636800 | ||||||||||||||
| 6142 | Reedy Point Bridge | This is a late but impressive example of a cantilever truss bridge with an arch-like appearance. The technical description of the main or most noteworthy span of the bridge is a 600 ft (182.88 m) metal cantilever (arched) bolt-connected Warren through truss, fixed. The bridge was primarily built by John F. Beasley Company of Dallas Texas and Novo Industrial Group of Chicago Illinois (Beasley-Nova Joint Venture). The bridge was primarily designed by Modjeski and Masters. | 39.558300 | -75.582460 | DE-9 | Chesapeake and Delaware Canal (C&D Canal) | Rural | New Castle County, Delaware | Delaware | United States | Metal | Warren | Bolt-Connected | Through | Truss | Fixed | 18 | Cantilever (Arched) | 3 | Metal | Warren | Bolt-Connected | Deck | Truss | Fixed | 8 | 64 | 1968 | 1985 | John F. Beasley Company of Dallas Texas and Novo Industrial Group of Chicago Illinois (Beasley-Nova Joint Venture) | Modjeski and Masters | 7 | 7 | 600 | 182.88 | 8432.5 | 2570.23 | 25.6 | 7.8 | https://historicbridges.org/delaware/reedypointbridge/little_reedypointbridgeadd_2212_small.jpg | https://historicbridges.org/delaware/reedypointbridge/little_reedypointbridgeadd_2212.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=delaware/reedypointbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.558300,-75.582460 | ||||||
| 6143 | Rock Island Bridge | Clinton Presidential Park Bridge | Preserved for pedestrian use, this bridge consists of historic fixed truss spans from 1899 and a vertical lift span from 1972. The technical description of the main or most noteworthy span of the bridge is a 400 ft (121.92 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by F. A. Molitor. | 34.749700 | -92.258710 | Railroad (Rail-Trail, Former Choctaw and Memphis Railroad) | Arkansas River | Little Rock | Pulaski County, Arkansas | Arkansas | United States | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 14 | 3 | Metal | Polygonal Warren | Through | Truss | Movable: Vertical Lift | 12 | 1 | 1899 | 2011 | Unknown | F. A. Molitor | 8 | 9 | 400 | 121.92 | 1614 | 491.95 | 0 | 0 | https://historicbridges.org/arkansas/rockislandbridge/little_rockislandbridge_5741_2_3vib_small.jpg | https://historicbridges.org/arkansas/rockislandbridge/little_rockislandbridge_5741_2_3vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=arkansas/rockislandbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.749700,-92.258710 | |||||||
| 6144 | Baring Cross Bridge | The location of the first bridge over the Arkansas River, this railroad bridge has a long history, and today only the approach spans date to 1929. The technical description of the main or most noteworthy span of the bridge is a 340 ft (103.63 m) metal multiple-type-connected Polygonal Warren through truss, movable: vertical lift, Tower Drive. The bridge was primarily built by American Bridge Company of New York, New York. | 34.754410 | -92.281820 | Railroad (Union Pacific) | Arkansas River | Little Rock | Pulaski County, Arkansas | Arkansas | United States | Metal | Polygonal Warren | Multiple-Type-Connected | Through | Truss | Movable: Vertical Lift | Tower Drive | 12 | 1 | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 0 | 1929 | 1971 | American Bridge Company of New York, New York | 5 | 6 | 340 | 103.63 | 1100 | 335.28 | 0 | 0 | https://historicbridges.org/arkansas/baringcrossbridge/little_baringcrossbridge_5450_1_2vib_small.jpg | https://historicbridges.org/arkansas/baringcrossbridge/little_baringcrossbridge_5450_1_2vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=arkansas/baringcrossbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.754410,-92.281820 | |||||||
| 6145 | Junction Bridge | This former railroad bridge was converted to a pedestrian bridge and features colored lighting at night. The technical description of the main or most noteworthy span of the bridge is a 360 ft (109.73 m) metal bolt-connected Polygonal Warren through truss, movable: vertical lift. The bridge was primarily built by American Bridge Company of New York, New York. | 34.750830 | -92.266390 | Railroad (Rail-Trail, Former Union Pacific Railroad) | Arkansas River | Little Rock | Pulaski County, Arkansas | Arkansas | United States | Metal | Polygonal Warren | Bolt-Connected | Through | Truss | Movable: Vertical Lift | 12 | 1 | Metal | Warren | Bolt-Connected | Through | Truss | Fixed | 10 | 0 | 1970 | 2008 | American Bridge Company of New York, New York | 4 | 6 | 360 | 109.73 | 1500 | 457.2 | 0 | 0 | https://historicbridges.org/arkansas/junctionbridge/little_junctionbridge_5585_small.jpg | https://historicbridges.org/arkansas/junctionbridge/little_junctionbridge_5615_6_7vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=arkansas/junctionbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.750830,-92.266390 | ||||||||
| 6147 | Lincoln Avenue Viaduct | Cantrell Road Bridge | One of the only rainbow arch bridges in Arkansas, this bridge is the only such bridge in the city and retains good integrity. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) concrete tied Rainbow through arch, fixed. The bridge was primarily built by Ozark Engineering Company of Joplin, Missouri. The bridge was primarily designed by Missouri Pacific Railroad Company. | 34.752400 | -92.283230 | AR-10 (Cantrell Road, Lincoln Avenue) | Railroad (Union Pacific) | Little Rock | Pulaski County, Arkansas | Arkansas | United States | Concrete | Rainbow | Tied | Through | Arch | Fixed | 0 | 1 | Concrete | Deck | Girder | Fixed | 0 | 2 | 1928 | 0 | Ozark Engineering Company of Joplin, Missouri | Missouri Pacific Railroad Company | 7 | 9 | 90 | 27.43 | 135 | 41.15 | 30 | 9.14 | https://historicbridges.org/arkansas/lincolnavenueviaduct/little_baringcrossbridge_5384_5_6fus_small.jpg | https://historicbridges.org/arkansas/lincolnavenueviaduct/little_baringcrossbridge_5384_5_6fus.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=arkansas/lincolnavenueviaduct/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.752400,-92.283230 | ||||||||
| 6148 | Madison Bridge | This is a rare surviving example of a highway swing bridge in Arkansas, and also has fixed through truss approach spans. The technical description of the main or most noteworthy span of the bridge is a 233 ft (71.02 m) metal rivet-connected Polygonal Warren through truss, movable: swing, Center Bearing Center Pier. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. The bridge was primarily designed by Arkansas State Highway Commission. | 35.036380 | -90.711880 | US-70 | St. Francis River | Rural | St. Francis County, Arkansas | Arkansas | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Movable: Swing | Center Bearing Center Pier | 12 | 1 | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 8 | 7 | 1933 | 0 | Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin | Arkansas State Highway Commission | 7 | 7 | 233 | 71.02 | 921 | 280.72 | 24 | 7.32 | https://historicbridges.org/arkansas/madisonbridge/little_madisonbridge_4353_small.jpg | https://historicbridges.org/arkansas/madisonbridge/little_madisonbridge_4353.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=arkansas/madisonbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.036380,-90.711880 | ||||||
| 6149 | East Branch Owego Creek Bridge | This bridge likely dates to the 1870s and may be the last surviving example of one of the most lightweight bridge designs ever seen. The technical description of the main or most noteworthy span of the bridge is a metal Bowstring pony truss, fixed. The bridge was primarily built by Unknown. | 42.433968 | -76.157191 | NY-221 (Old Alignment) | East Branch Owego Creek | Rural | Cortland County, New York | New York | United States | Metal | Bowstring | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 9 | 10 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/ebrowegocreek/little_ebrowegocreek179_small.jpg | https://historicbridges.org/newyork/ebrowegocreek/little_ebrowegocreek179.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ebrowegocreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.433968,-76.157191 | |||||||||||||||
| 6150 | Catoctin Furnace Bridge | Big Pipe Creek Bridge | This rare bowstring truss bridge was relocated here and narrowed for pedestrian use only. The technical description of the main or most noteworthy span of the bridge is a metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 39.582651 | -77.434398 | Pedestrian Walkway | Little Hunting Creek | Rural | Frederick County, Maryland | Maryland | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 1872 | 0 | Wrought Iron Bridge Company of Canton, Ohio | 9 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/maryland/catoctin/little_catoctin081_small.jpg | https://historicbridges.org/maryland/catoctin/little_catoctin081.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/catoctin/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.582651,-77.434398 | |||||||||||||
| 6151 | Crum Road Bridge | Ballenger Creek Park Bridge | This attractive and rare cast and wrought iron bowstring truss bridge was relocated and preserved here for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 63.3 ft (19.29 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 39.381340 | -77.451490 | Ballenger Creek Park Nature Trail | Ballenger Creek | Rural | Frederick County, Maryland | Maryland | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Wrought Iron Bridge Company of Canton, Ohio | 9 | 9 | 63.3 | 19.29 | 63.3 | 19.29 | 13.5 | 4.11 | https://historicbridges.org/maryland/ballengercreek/little_ballengercreek031_small.jpg | https://historicbridges.org/maryland/ballengercreek/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/ballengercreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.381340,-77.451490 | |||||||||||||
| 6152 | Old Stone Bridge | Goodlettsville Bridge | This is one of the oldest stone arch bridges in the state, and associated with a noteworthy turnpike in Tennessee. The technical description of the main or most noteworthy span of the bridge is a 25 ft (7.62 m) stone Elliptical deck arch, fixed. The bridge was primarily built by Unknown. Special note about bridge location: Signs at this bridge indicate that the road starting at the bridge is private property. It is believed that the road leading up to the bridge is public and the far end of the bridge itself is the end of the public roadway. | 36.338210 | -86.716940 | Old Louisville Highway (Former Louisville and Nashville Turnpike) | Mansker Creek | Goodlettsville | Davidson County, Tennessee and Sumner County, Tennessee | Tennessee | United States | Signs at this bridge indicate that the road starting at the bridge is private property. It is believed that the road leading up to the bridge is public and the far end of the bridge itself is the end of the public roadway. | Stone | Elliptical | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1841 | 1986 | Unknown | 7 | 9 | 25 | 7.62 | 90 | 27.43 | 19.4 | 5.91 | https://historicbridges.org/tennessee/goodlettsville/little_goodlettsville_9888_89_90vib_small.jpg | https://historicbridges.org/tennessee/goodlettsville/little_goodlettsville_9888_89_90vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/goodlettsville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.338210,-86.716940 | |||||||||||||
| 6153 | Belle Meade Plantation Bridge | This is a rare example in the state of a lightweight double-intersection Warren pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 53 ft (16.15 m) metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Unknown. | 36.106920 | -86.866110 | Belle Meade Plantation Driveway | Richland Creek | Belle Meade | Davidson County, Tennessee | Tennessee | United States | Metal | Double-Intersection Warren | Rivet-Connected | Pony | Truss | Fixed | 10 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 53 | 16.15 | 53 | 16.15 | 12 | 3.66 | https://historicbridges.org/tennessee/bellemeade/little_bellemeade_1395_6_7fus_small.jpg | https://historicbridges.org/tennessee/bellemeade/little_bellemeade_1395_6_7fus.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/bellemeade/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.106920,-86.866110 | ||||||||||||||
| 6154 | Old Hickory Bridge | This historic truss bridge with its unique decorative concrete towers was paired with another truss bridge in 1967 to form a one-way couplet. The technical description of the main or most noteworthy span of the bridge is a 323 ft (98.45 m) metal rivet-connected Camelback through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Freeland-Roberts and Company of Nashville, Tennessee. | 36.263470 | -86.675550 | TN-45 (Old Hickory Boulevard) | Cumberland River | Nashville | Davidson County, Tennessee | Tennessee | United States | Metal | Camelback | Rivet-Connected | Through | Truss | Fixed | 6 | 3 | Pre-Stressed Concrete | Box Beam | Fixed | 0 | 6 | 1928 | 1969 | American Bridge Company of New York, New York | Freeland-Roberts and Company of Nashville, Tennessee | 7 | 7 | 323 | 98.45 | 1222 | 372.47 | 36 | 10.97 | https://historicbridges.org/tennessee/oldhickory/little_oldhickory_0018_19_20vib_small.jpg | https://historicbridges.org/tennessee/oldhickory/little_oldhickory_0018_19_20vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/oldhickory/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.263470,-86.675550 | ||||||||||
| 6155 | Old White Bridge | This is a large and old example of a concrete viaduct, and it was preserved in place for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete deck girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Howard M. Jones. | 36.126710 | -86.849020 | Richland Creek Greenway | Richland Creek and Railroad (Nashville, Chattanooga and St. Louis) | Nashville | Davidson County, Tennessee | Tennessee | United States | Concrete | Deck | Girder | Fixed | 0 | 19 | 0 | 0 | 1913 | 2009 | Unknown | Howard M. Jones | 6 | 6 | 50 | 15.24 | 512 | 156.06 | 20 | 6.1 | https://historicbridges.org/tennessee/whitebridge/little_whitebridge_1227_8_9vib_small.jpg | https://historicbridges.org/tennessee/whitebridge/little_whitebridge_1227_8_9vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/whitebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.126710,-86.849020 | |||||||||||||||
| 6156 | Bob Sheehan Memorial Bridge | Elmer Disspayne Sr. Memorial Bridge | This excellent example of the unique design of K-truss used in Tennessee was bypassed and preserved for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal rivet-connected K-Parker through truss, fixed. The bridge was primarily built by Unknown. | 36.186370 | -86.633480 | Stones River Greenway (Former Lebanon Pike, US-70) | Stones River | Nashville | Davidson County, Tennessee | Tennessee | United States | Metal | K-Parker | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1928 | 0 | Unknown | 7 | 7 | 180 | 54.86 | 525.7 | 160.23 | 30 | 9.14 | https://historicbridges.org/tennessee/us70stonesriver/little_us70stonesriver_0330_small.jpg | https://historicbridges.org/tennessee/us70stonesriver/little_us70stonesriver_0330.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/us70stonesriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.186370,-86.633480 | |||||||||||||
| 6157 | TN-76 Hatchie River Bridge | This late example of a riveted truss bridge also includes a series of t-beam approach spans. The technical description of the main or most noteworthy span of the bridge is a 101 ft (30.78 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Virginia Bridge and Iron Company of Roanoke, Virginia. | 35.523080 | -89.253430 | TN-76 | Hatchie River | Rural | Haywood County, Tennessee | Tennessee | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 5 | 1 | Concrete | T-Beam | Fixed | 0 | 9 | 1949 | 0 | Virginia Bridge and Iron Company of Roanoke, Virginia | 6 | 5 | 101 | 30.78 | 416 | 126.8 | 24 | 7.32 | https://historicbridges.org/tennessee/hatchierivertn76/little_hatchierivertn76_1992_3_4vib_small.jpg | https://historicbridges.org/tennessee/hatchierivertn76/little_hatchierivertn76_1992_3_4vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/hatchierivertn76/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.523080,-89.253430 | |||||||||||
| 6158 | Only Bridge | This abandoned bridge is noted for its variety of span types including an impressive Pennsylvania truss span. The technical description of the main or most noteworthy span of the bridge is a 225 ft (68.58 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Nashville Bridge Company of Nashville, Tennessee. | 35.870340 | -87.706160 | TN-229 (Abandoned Alignment) | Duck River | Rural | Hickman County, Tennessee | Tennessee | United States | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 12 | 1 | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 2 | 1907 | 1962 | Nashville Bridge Company of Nashville, Tennessee | 8 | 8 | 225 | 68.58 | 395 | 120.4 | 0 | 0 | https://historicbridges.org/tennessee/onlybridge/little_onlybridge_1518_19_20fus_small.jpg | https://historicbridges.org/tennessee/onlybridge/little_onlybridge_1518_19_20fus.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/onlybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.870340,-87.706160 | ||||||||
| 6159 | ! | Nickells Valley Road Bridge | This bypassed and abandoned bridge is noted for its long 260 foot span length and Pennsylvania truss configuration. The technical description of the main or most noteworthy span of the bridge is a 260 ft (79.25 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Unknown. | 35.815460 | -87.625660 | Nickells Valley Road (Old Alignment) | Duck River | Rural | Hickman County, Tennessee | Tennessee | United States | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 16 | 1 | 0 | 0 | 0 | 0 | Unknown | 8 | 8 | 260 | 79.25 | 260 | 79.25 | 0 | 0 | https://historicbridges.org/tennessee/nickellsvalleyroad/little_nickellsvalleyroad_1722_3_4vib_small.jpg | https://historicbridges.org/tennessee/nickellsvalleyroad/little_nickellsvalleyroad_1722_3_4vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/nickellsvalleyroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.815460,-87.625660 | |||||||||||||
| 6160 | Stokesville Bridge | This rare pin-connected Warren through truss and the road it is on were originally a railroad, and the nearby historic depot survives as well. The technical description of the main or most noteworthy span of the bridge is a 136.2 ft (41.51 m) metal pin-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 38.354240 | -79.150320 | Stokesville Road (VA-730, Former Chesapeake Western Railway) | North River | Stokesville | Augusta County, Virginia | Virginia | United States | Metal | Warren | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1901 | 1932 | Unknown | 8 | 8 | 136.2 | 41.51 | 136.2 | 41.51 | 12.5 | 3.81 | https://historicbridges.org/virginia/stokesvillebridge/little_stokesvillebridge_4120_small.jpg | https://historicbridges.org/virginia/stokesvillebridge/little_stokesvillebridge_4120.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/stokesvillebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.354240,-79.150320 | ||||||||||||||
| 6161 | Overall Bridge | Page County Bridge No. 1990 | This bridge was replaced but the main span superstructure and substructure was left standing as a non-functional monument. The technical description of the main or most noteworthy span of the bridge is a 123 ft (37.49 m) metal three-hinged Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Virginia State Highway Commission. | 38.806240 | -78.348820 | US-340 (Abandoned Alignment) | Overall Run | Rural | Page County, Virginia and Warren County, Virginia | Virginia | United States | Metal | Solid Ribbed Spandrel Braced | Three-Hinged | Deck | Arch | Fixed | 8 | 1 | Concrete | T-Beam | Fixed | 0 | 4 | 1938 | 0 | Unknown | Virginia State Highway Commission | 7 | 7 | 123 | 37.49 | 245 | 74.68 | 23 | 7.01 | https://historicbridges.org/virginia/overallbridge/little_overallbridge_5155_small.jpg | https://historicbridges.org/virginia/overallbridge/little_overallbridge_5155.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/overallbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.806240,-78.348820 | |||||||||
| 6162 | Overall Railroad Bridge | This is one of a couple high level railroad bridges in this area. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal deck girder, fixed. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. | 38.806150 | -78.348630 | Railroad (Norfolk Southern) | Overall Run | Rural | Warren County, Virginia and Page County, Virginia | Virginia | United States | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | 1919 | 0 | Pennsylvania Steel Company of Steelton, Pennsylvania | 6 | 6 | 70 | 21.34 | 545 | 166.12 | 0 | 0 | https://historicbridges.org/virginia/overallrailroadbridge/little_overallrailroadbridge_4987_8_9bal_small.jpg | https://historicbridges.org/virginia/overallrailroadbridge/little_overallrailroadbridge_4987_8_9bal.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/overallrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.806150,-78.348630 | ||||||||||||||||
| 6163 | Compton Railroad Bridge | This is one of a couple high level railroad bridges in this area. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. | 38.782650 | -78.370840 | Railroad (Norfolk Southern) | Dry Run | Compton | Page County, Virginia | Virginia | United States | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | 1918 | 0 | Pennsylvania Steel Company of Steelton, Pennsylvania | 6 | 6 | 0 | 0 | 1150 | 350.52 | 0 | 0 | https://historicbridges.org/virginia/comptondryrunbridge/little_comptondryrunbridge_4930_small.jpg | https://historicbridges.org/virginia/comptondryrunbridge/little_comptondryrunbridge_4930.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/comptondryrunbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.782650,-78.370840 | ||||||||||||||||
| 6164 | ! | North Poes Road Bridge | This is a traditionally composed example of a pin-connected Pratt pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. | 38.762530 | -78.034510 | North Poes Road (VA-637) | Jordan River | Rural | Rappahannock County, Virginia | Virginia | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1909 | 1935 | Unknown | 7 | 8 | 80 | 24.38 | 80 | 24.38 | 11.2 | 3.41 | https://historicbridges.org/virginia/northpoesroadbridge/little_northpoesroadbridge_5320_small.jpg | https://historicbridges.org/virginia/northpoesroadbridge/little_northpoesroadbridge_5320.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/northpoesroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.762530,-78.034510 | |||||||||||||
| 6165 | Victorian Footbridge | Complimented by ornate decorations, this unique bridge design has the appearance of a combination of a truss bridge and a suspension bridge. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) metal multiple-type-connected pony truss, fixed. The bridge was primarily built by Unknown. | 38.641070 | -90.268730 | Forest Park Walkway | River Des Peres Lagoon | St. Louis | St. Louis City, Missouri | Missouri | United States | Metal | Multiple-Type-Connected | Pony | Truss | Fixed | 0 | 3 | 0 | 0 | 1885 | 1994 | Unknown | 9 | 10 | 65 | 19.81 | 100 | 30.48 | 0 | 0 | https://historicbridges.org/missouri/victorianfootbridge/little_victorianfootbridge_9615_small.jpg | https://historicbridges.org/missouri/victorianfootbridge/little_victorianfootbridge_9615.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/victorianfootbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.641070,-90.268730 | |||||||||||||||
| 6166 | Tower Grove Park Bridges | These two identical ornamental cast iron bridges are the most significant of a collection of tiny bridges built in this park in the 1800s. The technical description of the main or most noteworthy span of the bridge is a 21.6 ft (6.58 m) metal (cast iron) hingeless deck arch, fixed. The bridge was primarily built by Thomas Howard and Company of St. Louis, Missouri. Special note about bridge location: There are two of the cast iron foot bridges, one on either side of the highway bridge at this location. The other bridges can all be found on the road and the parallel walkways of the circle drive that runs through the park. | 38.605900 | -90.251090 | Tower Grove Park Walkways | Middle Stream | St. Louis | St. Louis City, Missouri | Missouri | United States | There are two of the cast iron foot bridges, one on either side of the highway bridge at this location. The other bridges can all be found on the road and the parallel walkways of the circle drive that runs through the park. | Metal (Cast Iron) | Hingeless | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1872 | 0 | Thomas Howard and Company of St. Louis, Missouri | 9 | 10 | 21.6 | 6.58 | 21.6 | 6.58 | 13.7 | 4.18 | https://historicbridges.org/missouri/towergrovepark/little_towergrovepark_0135_small.jpg | https://historicbridges.org/missouri/towergrovepark/little_towergrovepark_0135.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/towergrovepark/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.605900,-90.251090 | ||||||||||||||
| 6167 | Lafayette Park Bridge | Grotto Bridge | This is riveted steel deck arch bridge with ornamental railings has a jack-arch deck and the arch has been strengthened with additional steel. The technical description of the main or most noteworthy span of the bridge is a metal (cast iron) hingeless Solid Ribbed deck arch, fixed. The bridge was primarily built by Koken Iron Works of St. Louis, Missouri. | 38.615120 | -90.214870 | Lafayette Park Walkway | Lafayette Park Waterway | St. Louis | St. Louis City, Missouri | Missouri | United States | Metal (Cast Iron) | Solid Ribbed | Hingeless | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1897 | 2012 | Koken Iron Works of St. Louis, Missouri | 7 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/missouri/lafayettepark/little_lafayettepark_0348_49_50bal_small.jpg | https://historicbridges.org/missouri/lafayettepark/little_lafayettepark_0348_49_50bal.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/lafayettepark/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.615120,-90.214870 | |||||||||||||
| 6168 | Old Keenan Road Bridge | Burke Hollow Road Bridge | This ca. 1870 highly significant surviving and unaltered cast and wrought iron Parker patent truss bridge has escaped the attention of many bridge historians. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal multiple-type-connected Parker pony truss, fixed. The bridge was primarily built by National Bridge and Iron Works of Boston, Massachusetts. The bridge was primarily designed by Charles H. Parker. | 44.854150 | -74.669630 | Old Keenan Road (Burke Hollow Road, McCuin Road) | Lawrence Brook | Rural | St. Lawrence County, New York | New York | United States | Metal | Parker | Multiple-Type-Connected | Pony | Truss | Fixed | 9 | 1 | 0 | 0 | 0 | 0 | National Bridge and Iron Works of Boston, Massachusetts | Charles H. Parker | 10 | 10 | 60 | 18.29 | 62 | 18.9 | 0 | 0 | https://historicbridges.org/newyork/burkehollowroadnorth/little_burkehollowroadnorth_6171_small.jpg | https://historicbridges.org/newyork/burkehollowroadnorth/little_burkehollowroadnorth_6171.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/burkehollowroadnorth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.854150,-74.669630 | ||||||||||||
| 6169 | Yaleville Road Bridge | This rare lenticular truss bridge noted for its surviving ornamentation also remained open to traffic as of 2018. The technical description of the main or most noteworthy span of the bridge is a 171 ft (52.12 m) metal pin-connected Lenticular through truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. | 44.766890 | -75.000070 | Yaleville Road (CR-48A) | Raquette River | Rural | St. Lawrence County, New York | New York | United States | Metal | Lenticular | Pin-Connected | Through | Truss | Fixed | 11 | 1 | 0 | 0 | 1892 | 1969 | Berlin Iron Bridge Company of East Berlin, Connecticut | 9 | 9 | 171 | 52.12 | 174 | 53.04 | 13 | 3.96 | https://historicbridges.org/newyork/yaleville/little_yaleville_6336_small.jpg | https://historicbridges.org/newyork/yaleville/little_yaleville_6336.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/yaleville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.766890,-75.000070 | ||||||||||||||
| 6170 | Falls Island Bridge | This bridge is a rare surviving example of a bowstring truss bridge and it was preserved for pedestrians in its original location. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 44.595790 | -75.174510 | Grasse River Heritage Trail | Grasse River (Grass River) | Canton | St. Lawrence County, New York | New York | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Pony | Truss | Fixed | 8 | 1 | 0 | 0 | 0 | 2007 | King Bridge Company of Cleveland, Ohio | 9 | 9 | 75 | 22.86 | 75 | 22.86 | 11 | 3.35 | https://historicbridges.org/newyork/canton/little_canton_7308_small.jpg | https://historicbridges.org/newyork/canton/little_canton_7308.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/canton/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.595790,-75.174510 | ||||||||||||||
| 6171 | Mooers Bridge | This is an extremely rare example of a skewed Whipple truss bridge and it required some variation from the standard design details of the King Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 182 ft (55.47 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 44.959290 | -73.579570 | East Street (CR-34) | Great Chazy River | Mooers | Clinton County, New York | New York | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1888 | 1960 | King Bridge Company of Cleveland, Ohio | 9 | 9 | 182 | 55.47 | 183 | 55.78 | 16 | 4.88 | https://historicbridges.org/newyork/mooers/little_mooers022_small.jpg | https://historicbridges.org/newyork/mooers/little_mooers022.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/mooers/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.959290,-73.579570 | ||||||||||||||
| 6172 | ! | Farm Lane Bridge | Although altered, this crossing at the center of Michigan State University has a long and interesting history. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete curved t-beam, fixed. The bridge was primarily built by Unknown. | 42.727600 | -84.477880 | Farm Lane | Red Cedar River | East Lansing | Ingham County, Michigan | Michigan | United States | Concrete | Curved | T-Beam | Fixed | 0 | 3 | 0 | 0 | 1926 | 1999 | Unknown | 2 | 5 | 50 | 15.24 | 120 | 36.58 | 40 | 12.19 | https://historicbridges.org/michigan/farmlane/little_20150504_194348_small.jpg | https://historicbridges.org/michigan/farmlane/little_20150504_194348.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/farmlane/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.727600,-84.477880 | |||||||||||||||
| 6173 | Bridgeview Bridge | Wheeler's Mill Bridge | With a top chord forming a complete arch-like shape this beautiful and preserved bridge is unique and unlike a typical Parker truss bridge. The technical description of the main or most noteworthy span of the bridge is a 153 ft (46.63 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Brackett Construction Company of Cincinatti, Ohio. | 40.030401 | -82.934094 | Alum Creek Trail (Ohio To Erie Trail)c | Alum Creek | Columbus | Franklin County, Ohio | Ohio | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1900 | 0 | Brackett Construction Company of Cincinatti, Ohio | 9 | 9 | 153 | 46.63 | 153 | 46.63 | 14 | 4.27 | https://historicbridges.org/ohio/bridgeview/little_img_4871_small.jpg | https://historicbridges.org/ohio/bridgeview/little_img_4871.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/bridgeview/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.030401,-82.934094 | |||||||||||||
| 6175 | Seneca Railroad Bridge | This 19th century pin-connected railroad truss bridge was converted into a vertical lift span likely in the 1930s. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal pin-connected Pratt through truss, movable: vertical lift, Tower Drive. The bridge was primarily built by Unknown. | 41.306080 | -88.585860 | Railroad (CSX) | Illinois River | Seneca | Grundy County, Illinois | Illinois | United States | Metal | Pratt | Pin-Connected | Through | Truss | Movable: Vertical Lift | Tower Drive | 6 | 1 | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 0 | 1882 | 0 | Unknown | 8 | 8 | 180 | 54.86 | 650 | 198.12 | 0 | 0 | https://historicbridges.org/illinois/senecarail/little_tw224085_small.jpg | https://historicbridges.org/illinois/senecarail/little_tw224085.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/senecarail/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.306080,-88.585860 | |||||||
| 6176 | Pekin Railroad Bridge | This railroad bridge is noted for its combination of noteworthy spans including lattice truss approach spans and a pin-connected lift span. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal pin-connected Pratt through truss, movable: vertical lift, Tower Drive. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 40.554330 | -89.675470 | Railroad (Union Pacific) | Illinois River | Pekin | Peoria County, Illinois and Tazewell County, Illinois | Illinois | United States | Metal | Pratt | Pin-Connected | Through | Truss | Movable: Vertical Lift | Tower Drive | 7 | 1 | Metal | Lattice (Quadruple Warren) | Rivet-Connected | Through | Truss | Fixed | 9 | 0 | 1912 | 0 | King Bridge Company of Cleveland, Ohio | 8 | 8 | 175 | 53.34 | 1508 | 459.64 | 0 | 0 | https://historicbridges.org/illinois/pekin/little_main2_small.jpg | https://historicbridges.org/illinois/pekin/little_main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/pekin/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.554330,-89.675470 | |||||||
| 6177 | Omer Railroad Bridge | This is a rare example of a railroad pony truss bridge in Michigan. The technical description of the main or most noteworthy span of the bridge is a 107 ft (32.61 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 44.042690 | -83.854050 | Railroad (Detroit and Mackinac) | Rifle River | Omer | Arenac County, Michigan | Michigan | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 8 | 1 | 0 | 0 | 0 | 1918 | Unknown | 6 | 8 | 107 | 32.61 | 112 | 34.14 | 0 | 0 | https://historicbridges.org/michigan/omer/little_omer_5782_small.jpg | https://historicbridges.org/michigan/omer/little_omer_5782.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/omer/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.042690,-83.854050 | ||||||||||||||
| 6178 | Flint Water Plant Bridge | The technical description of the main or most noteworthy span of the bridge is a 63 ft (19.2 m) metal rivet-connected Warren through truss, fixed. | 43.056470 | -83.668950 | Building Connection | Building Grounds | Flint | Genesee County, Michigan | Michigan | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | 5 | 5 | 63 | 19.2 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/flintwaterplant/little_brg_5138_small.jpg | https://historicbridges.org/michigan/flintwaterplant/little_brg_5138.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/flintwaterplant/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.056470,-83.668950 | |||||||||||||||
| 6179 | Rhodes Road Bridge | This long abandoned bridge is highly overgrown and has almost collapsed. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. Special note about bridge location: This bridge and abandoned road are formally abandoned and considered private property today. | 42.906140 | -83.495400 | Rhodes Road | Kearsley Creek | Goodrich | Genesee County, Michigan | Michigan | United States | This bridge and abandoned road are formally abandoned and considered private property today. | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 0 | Groton Bridge Company of Groton, New York | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/rhodes/little_rickmcomber-img_4257_small.jpg | https://historicbridges.org/michigan/rhodes/little_rickmcomber-img_4257.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/rhodes/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.906140,-83.495400 | |||||||||||||
| 6180 | Shiawassee River Private Bridge | This is a rare Queenpost pony truss bridge and is also noted for its lightweight construction. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Queenpost pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is located on private property and is not visible from any public roads | 42.797985 | -83.933198 | Private Trail | Shiawassee River | Rural | Shiawassee County, Michigan | Michigan | United States | This bridge is located on private property and is not visible from any public roads | Metal | Queenpost | Pin-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/shiawasseeprivate/little_brg_4754_small.jpg | https://historicbridges.org/michigan/shiawasseeprivate/little_brg_4754.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/shiawasseeprivate/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.797985,-83.933198 | |||||||||||||
| 6181 | Greenwood Road Private Bridge | This small truss bridge on private property is the only known historic bridge of any kind in Ogemaw County. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) metal rivet-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on private property but is viewable from the adjacent public road. | 44.175540 | -84.347620 | Private Crossing | Chatman Creek | Rural | Ogemaw County, Michigan | Michigan | United States | This bridge is on private property but is viewable from the adjacent public road. | Metal | Pratt | Rivet-Connected | Half-Hip Pony | Truss | Fixed | 2 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 9 | 30 | 9.14 | 30 | 9.14 | 13 | 3.96 | https://historicbridges.org/michigan/greenwoodroad/little_greenwoodroad_5224_small.jpg | https://historicbridges.org/michigan/greenwoodroad/little_greenwoodroad_5224.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/greenwoodroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.175540,-84.347620 | |||||||||||||
| 6182 | Hogan Road Driveway Bridge | This bridge is noted for its large built-up floorbeams and its uncommon use of pin caps instead of pin nuts. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. Special note about bridge location: This bridge is located on a private driveway but is visible from the nearby public road. | 42.818157 | -83.801753 | Private Driveway | Shiawassee River | Rural | Genesee County, Michigan | Michigan | United States | This bridge is located on a private driveway but is visible from the nearby public road. | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 0 | Groton Bridge Company of Groton, New York | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/hogan/little_img_2790_small.jpg | https://historicbridges.org/michigan/hogan/little_img_2790.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/hogan/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.818157,-83.801753 | |||||||||||||
| 6183 | Woodlawn Cemetery Bridge | Willow Lake Bridge | This small concrete arch bridge is an attractive structure that adds beauty to the cemetery. The technical description of the main or most noteworthy span of the bridge is a 25 ft (7.62 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 42.443492 | -83.127945 | Cemetery Pathway | Willow Lake | Detroit | Wayne County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 25 | 7.62 | 45 | 13.72 | 8 | 2.44 | https://historicbridges.org/michigan/woodlawncemetery/little_img_3389_small.jpg | https://historicbridges.org/michigan/woodlawncemetery/little_img_3389.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/woodlawncemetery/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.443492,-83.127945 | ||||||||||||||
| 6184 | Paw Paw River Railroad Bridge East | This is one of two small bascule railroad bridges in the city which no longer open and have had all mechanics removed. The technical description of the main or most noteworthy span of the bridge is a 46 ft (14.02 m) metal deck girder, movable: bascule, Fixed Trunnion. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. | 42.125190 | -86.447830 | Railroad (CSX) | Paw Paw River | Benton Harbor | Berrien County, Michigan | Michigan | United States | Metal | Deck | Girder | Movable: Bascule | Fixed Trunnion | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 2 | 1915 | 0 | Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin | 5 | 6 | 46 | 14.02 | 123 | 37.49 | 0 | 0 | https://historicbridges.org/michigan/pawpawrr/little_pawpaw_2624_small.jpg | https://historicbridges.org/michigan/pawpawrr/little_pawpaw_2624.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/pawpawrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.125190,-86.447830 | |||||||||||
| 6185 | Conde B. McCullough Memorial Bridge | Coos Bay Bridge | One of the most famous historic bridges in Oregon is this unique work of art that unites the beauty of steel and concrete. The technical description of the main or most noteworthy span of the bridge is a 793 ft (241.71 m) metal cantilever rivet-connected through truss, fixed. The bridge was primarily built by Virginia Bridge and Iron Company of Roanoke, Virginia and American Bridge Company of New York, New York. The bridge was primarily designed by Conde Balcom McCullough (Oregon State Highway Commission). | 43.426530 | -124.222420 | Oregon Coast Highway (US-101) | Coos Bay | North Bend | Coos County, Oregon | Oregon | United States | Metal | Rivet-Connected | Through | Truss | Fixed | 26 | Cantilever | 3 | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 27 | 1936 | 2018 | Virginia Bridge and Iron Company of Roanoke, Virginia and American Bridge Company of New York, New York | Conde Balcom McCullough (Oregon State Highway Commission) | 9 | 10 | 793 | 241.71 | 5323 | 1622.45 | 27 | 8.23 | https://historicbridges.org/oregon/coosbaymccullough/little_coosbaymccullough_5080_small.jpg | https://historicbridges.org/oregon/coosbaymccullough/little_coosbaymccullough_5080.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/coosbaymccullough/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.426530,-124.222420 | |||||||
| 6186 | Armitage Bridge | Coburg Railroad Bridge | This incredible bridge is one of the best preserved works in the entire country of famous engineer George Morison and his Whipple truss design. The technical description of the main or most noteworthy span of the bridge is a 405 ft (123.44 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by George Shattuck Morison. | 44.112500 | -123.046980 | Railroad (Rail-Trail) | McKenzie River | Coburg | Lane County, Oregon | Oregon | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 16 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 5 | 1887 | 1907 | Unknown | George Shattuck Morison | 9 | 10 | 405 | 123.44 | 485 | 147.83 | 16.8 | 5.12 | https://historicbridges.org/oregon/armitage/little_armitage_9551_small.jpg | https://historicbridges.org/oregon/armitage/little_armitage_9551.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/armitage/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.112500,-123.046980 | |||||||||
| 6187 | Hayden Bridge | This is one of the earliest, best preserved, most significant, and unique Phoenix column bridges in the country! The technical description of the main or most noteworthy span of the bridge is a 224 ft (68.28 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Clarke, Reeves and Company of Philadelphia, Pennsylvania (Phoenix Bridge Company of Phoenixville, Pennsylvania). | 44.071870 | -122.964170 | Railroad (Abandoned Weyerhauser Logging Railway) | McKenzie River | Springfield | Lane County, Oregon | Oregon | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 13 | 1 | 0 | 0 | 1882 | 0 | Clarke, Reeves and Company of Philadelphia, Pennsylvania (Phoenix Bridge Company of Phoenixville, Pennsylvania) | 9 | 10 | 224 | 68.28 | 224 | 68.28 | 18 | 5.49 | https://historicbridges.org/oregon/hayden/little_hayden_7856_small.jpg | https://historicbridges.org/oregon/hayden/little_hayden_7856.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/hayden/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.071870,-122.964170 | ||||||||||||||
| 6188 | Yaquina Bay Bridge | Newport Bridge | A masterpiece of engineer Conde McCullough, this bridge is one of the largest and most impressive historic bridges on the Oregon Coast Highway. The technical description of the main or most noteworthy span of the bridge is a 600 ft (182.88 m) metal Braced Ribbed through arch, fixed. The bridge was primarily built by Gilpin Construction Company of Portland, Oregon. The bridge was primarily designed by Conde Balcom McCullough (Oregon State Highway Commission). | 44.622720 | -124.056910 | Oregon Coast Highway (US-101) | Yaquina Bay | Newport | Lincoln County, Oregon | Oregon | United States | Metal | Braced Ribbed | Through | Arch | Fixed | 24 | 1 | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 22 | 1934 | 1997 | Gilpin Construction Company of Portland, Oregon | Conde Balcom McCullough (Oregon State Highway Commission) | 9 | 10 | 600 | 182.88 | 3260.7 | 993.86 | 27 | 8.23 | https://historicbridges.org/oregon/yaquinabay/little_yaquinabay_9177_8_9v_small.jpg | https://historicbridges.org/oregon/yaquinabay/little_yaquinabay_9177_8_9v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/yaquinabay/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.622720,-124.056910 | ||||||||
| 6189 | Lewis and Clark Bridge | Longview Bridge | This amazing bridge is noted as a work of famous engineer Joseph Strauss and for a record-breaking span length. The technical description of the main or most noteworthy span of the bridge is a 1200 ft (365.76 m) metal cantilever rivet-connected Modified Warren through truss, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. | 46.104810 | -122.962040 | WA-433 | Columbia River, Dike Road, and West Port Way | Longview and Rainier | Cowlitz County, Washington and Columbia County, Oregon | Washington and Oregon | United States | Metal | Modified Warren | Rivet-Connected | Through | Truss | Fixed | 29 | Cantilever | 3 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 10 | 31 | 1929 | 2003 | Bethlehem Steel Company of Bethlehem, Pennsylvania | Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois | 9 | 10 | 1200 | 365.76 | 5478 | 1669.69 | 34 | 10.36 | https://historicbridges.org/washington/longviewlewisandclark/little_longviewlewisandclark_3483_small.jpg | https://historicbridges.org/washington/longviewlewisandclark/little_longviewlewisandclark_3483.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/longviewlewisandclark/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.104810,-122.962040 | |||||
| 6190 | Ross Island Bridge | This unusual and attractive arch-shaped cantilever truss bridge was designed by famous engineer Gustav Lindenthal. The technical description of the main or most noteworthy span of the bridge is a 535 ft (163.07 m) metal cantilever rivet-connected Modified Warren (Subdivided) deck truss, fixed. The bridge was primarily built by Booth and Pomeroy of Portland, Oregon and American Bridge Company of New York, New York. The bridge was primarily designed by Gustav Lindenthal. | 45.501230 | -122.664710 | US-26 | Willamette River and Various Streets and Railroad | Portland | Multnomah County, Oregon | Oregon | United States | Metal | Modified Warren (Subdivided) | Rivet-Connected | Deck | Truss | Fixed | 40 | Cantilever | 3 | Metal | Modified Warren (Subdivided) | Rivet-Connected | Deck | Truss | Fixed | 24 | 31 | 1926 | 2000 | Booth and Pomeroy of Portland, Oregon and American Bridge Company of New York, New York | Gustav Lindenthal | 8 | 8 | 535 | 163.07 | 3653 | 1113.43 | 43 | 13.11 | https://historicbridges.org/oregon/rossisland/little_rossisland_5566_7_8v_small.jpg | https://historicbridges.org/oregon/rossisland/little_rossisland_5566_7_8v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/rossisland/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.501230,-122.664710 | ||||||
| 6191 | Ausable River Railway Bridge | This heavy-duty railway bridge is today abandoned and hidden away in a rural setting. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 43.171790 | -81.809730 | Railroad (Abandoned Grand Trunk Railway) | Ausable River | Lambton Shores | Lambton County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/ausablerailway/little_2006-05-21_ausablerrbridge_09_small.jpg | https://historicbridges.org/ontario/ausablerailway/little_2006-05-21_ausablerrbridge_09.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/ausablerailway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.171790,-81.809730 | ||||||||||
| 6192 | Hawthorne Bridge | This attractive vertical lift bridge is noted as a very early surviving example of its type. The technical description of the main or most noteworthy span of the bridge is a 251 ft (76.5 m) metal rivet-connected Parker through truss, movable: vertical lift, Span Drive. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. The bridge was primarily designed by Waddell and Harrington of Kansas City, Missouri. | 45.513290 | -122.671070 | Hawthorne Avenue | Willamette River | Portland | Multnomah County, Oregon | Oregon | United States | Metal | Parker | Rivet-Connected | Through | Truss | Movable: Vertical Lift | Span Drive | 11 | 1 | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 11 | 5 | 1910 | 1997 | Pennsylvania Steel Company of Steelton, Pennsylvania | Waddell and Harrington of Kansas City, Missouri | 8 | 8 | 251 | 76.5 | 1383 | 421.54 | 43.6 | 13.29 | https://historicbridges.org/oregon/hawthorne/little_hawthorne_5986_small.jpg | https://historicbridges.org/oregon/hawthorne/little_hawthorne_5986.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/hawthorne/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.513290,-122.671070 | ||||||
| 6193 | Morrison Bridge | This bridge is one of Portland's younger historic bridges, and is an interesting comparison to the nearby Burnside Bridge. The technical description of the main or most noteworthy span of the bridge is a 285 ft (86.87 m) metal rivet-connected Pratt deck truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Sverdrup and Parcel of St. Louis, Missouri. | 45.517900 | -122.669780 | Morrison Street | Willamette River | Portland | Multnomah County, Oregon | Oregon | United States | Metal | Pratt | Rivet-Connected | Deck | Truss | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 8 | 2 | 1958 | 0 | American Bridge Company of New York, New York | Sverdrup and Parcel of St. Louis, Missouri | 6 | 6 | 285 | 86.87 | 3125 | 952.5 | 68.6 | 20.91 | https://historicbridges.org/oregon/morrison/little_morrison_6766_7_8v_small.jpg | https://historicbridges.org/oregon/morrison/little_morrison_6766_7_8v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/morrison/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.517900,-122.669780 | ||||||
| 6194 | Marquam Bridge | This utilitarian mid-20th century truss bridge is noted for its unusual double-deck cantilever truss design. The technical description of the main or most noteworthy span of the bridge is a 440 ft (134.11 m) metal cantilever multiple-type-connected Warren deck truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Ivan D. Merchant. | 45.507760 | -122.669220 | I-5 | Willamette River | Portland | Multnomah County, Oregon | Oregon | United States | Metal | Warren | Multiple-Type-Connected | Deck | Truss | Fixed | 14 | Cantilever | 3 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 0 | 1966 | 1996 | American Bridge Company of New York, New York | Ivan D. Merchant | 6 | 6 | 440 | 134.11 | 5280 | 1609.34 | 114 | 34.75 | https://historicbridges.org/oregon/marquam/little_marquam_5905_6_7v_small.jpg | https://historicbridges.org/oregon/marquam/little_marquam_5905_6_7v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/marquam/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.507760,-122.669220 | |||||||||
| 6195 | Fremont Bridge | Despite its young age, this 1973 steel arch bridge is considered a historic bridge due to its record-breaking span length. The technical description of the main or most noteworthy span of the bridge is a 1255.3 ft (382.62 m) metal continuous tied Solid Ribbed through arch, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Parsons Brinckerhoff of New York, New York. | 45.537890 | -122.683000 | I-405 | Willamette River | Portland | Multnomah County, Oregon | Oregon | United States | Metal | Solid Ribbed | Tied | Through | Arch | Fixed | 28 | Continuous | 3 | 0 | 0 | 1973 | 0 | American Bridge Company of New York, New York | Parsons Brinckerhoff of New York, New York | 6 | 6 | 1255.3 | 382.62 | 7340 | 2237.23 | 136.2 | 41.51 | https://historicbridges.org/oregon/fremontbridge/little_fremontbridge_0168_69_70v_small.jpg | https://historicbridges.org/oregon/fremontbridge/little_fremontbridge_0168_69_70v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/fremontbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.537890,-122.683000 | ||||||||||||
| 6196 | Siuslaw River Bridge | Florence Bridge | This spectacular bridge is richly ornamented and consists of an unusual combination of rainbow arch spans and a bascule span. The technical description of the main or most noteworthy span of the bridge is a 154 ft (46.94 m) metal rivet-connected Pratt deck truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Mercer-Fraser Company of Eureka, California. The bridge was primarily designed by Conde Balcom McCullough (Oregon State Highway Commission). | 43.964770 | -124.108490 | Oregon Coast Highway (US-101) | Siuslaw River | Florence | Lane County, Oregon | Oregon | United States | Metal | Pratt | Rivet-Connected | Deck | Truss | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Concrete | Rainbow | Tied | Through | Arch | Fixed | 0 | 22 | 1936 | 2018 | Mercer-Fraser Company of Eureka, California | Conde Balcom McCullough (Oregon State Highway Commission) | 9 | 9 | 154 | 46.94 | 1649.4 | 502.74 | 37 | 11.28 | https://historicbridges.org/oregon/florence/little_florence_1636_7_8v_small.jpg | https://historicbridges.org/oregon/florence/little_florence_1636_7_8v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/florence/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.964770,-124.108490 | |||||
| 6197 | Astoria-Megler Bridge | This extremely long bridge has simple truss spans at the northern end, and an enormous continuous truss at the southern end. The technical description of the main or most noteworthy span of the bridge is a 1232 ft (375.51 m) metal continuous rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York and DeLong Corporation. The bridge was primarily designed by George Stevens, William A. Bugee, and Ivan D. Merchant. | 46.193670 | -123.850490 | Oregon Coast Highway (US-101) | Columbia River | Astoria | Clatsop County, Oregon and Pacific County, Washington | Oregon | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 28 | Continuous | 3 | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 12 | 188 | 1966 | 0 | American Bridge Company of New York, New York and DeLong Corporation | George Stevens, William A. Bugee, and Ivan D. Merchant | 7 | 7 | 1232 | 375.51 | 21677 | 6607.15 | 28 | 8.53 | https://historicbridges.org/oregon/astoriamegler/little_astoriamegler_6300_1_2v_small.jpg | https://historicbridges.org/oregon/astoriamegler/little_astoriamegler_6300_1_2v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/astoriamegler/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.193670,-123.850490 | ||||||
| 6198 | Umpqua River Bridge | Reedsport Bridge | One of the major historic bridges on the Oregon Coast Highway is this bridge, a unique combination of concrete arch and metal truss swing technology. The technical description of the main or most noteworthy span of the bridge is a 430 ft (131.06 m) metal rivet-connected Parker through truss, movable: swing, Center Bearing Center Pier. The bridge was primarily built by Teufel and Carlson of Seattle, Washington. The bridge was primarily designed by Conde Balcom McCullough (Oregon State Highway Commission). | 43.709610 | -124.101030 | Oregon Coast Highway (US-101) | Umpqua River and McIntosh Slough | Reedsport | Douglas County, Oregon | Oregon | United States | Metal | Parker | Rivet-Connected | Through | Truss | Movable: Swing | Center Bearing Center Pier | 0 | 1 | Concrete | Rainbow | Tied | Through | Arch | Fixed | 0 | 27 | 1936 | 1966 | Teufel and Carlson of Seattle, Washington | Conde Balcom McCullough (Oregon State Highway Commission) | 9 | 9 | 430 | 131.06 | 2206 | 672.39 | 27 | 8.23 | https://historicbridges.org/oregon/reedsport/little_reedsport_2890_1_2v_small.jpg | https://historicbridges.org/oregon/reedsport/little_reedsport_2890_1_2v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/reedsport/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.709610,-124.101030 | |||||
| 6199 | ! | Interstate Bridge | A bridge with complex history, this bridge is paired with a nearly identical 1958 bridge, and its 278.7 foot vertical lift span from 1917 today is out-spanned by a newer 1958 fixed truss span of 531.4 feet. The technical description of the main or most noteworthy span of the bridge is a 531.4 ft (161.97 m) metal rivet-connected Parker through truss, movable: vertical lift, Span Drive. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Waddell and Harrington of Kansas City, Missouri. | 45.618380 | -122.675050 | I-5 | Columbia River | Portland and Vancouver | Multnomah County, Oregon and Clark County, Washington | Oregon and Washington | United States | Metal | Parker | Rivet-Connected | Through | Truss | Movable: Vertical Lift | Span Drive | 11 | 1 | Metal | Pennsylvania | Rivet-Connected | Through | Truss | Fixed | 22 | 16 | 1917 | 1958 | American Bridge Company of New York, New York | Waddell and Harrington of Kansas City, Missouri | 8 | 8 | 531.4 | 161.97 | 3538 | 1078.38 | 38 | 11.58 | https://historicbridges.org/oregon/interstatebridge/little_interstatebridge_1599_small.jpg | https://historicbridges.org/oregon/interstatebridge/little_interstatebridge_1599.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/interstatebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.618380,-122.675050 | |||||
| 6200 | Oregon City Bridge | This unique bridge is classified as a steel arch bridge because it is a simple non-structural gunnite (shotcrete) that covers its structural steel arch. The technical description of the main or most noteworthy span of the bridge is a 360 ft (109.73 m) metal Solid Ribbed through arch, fixed. The bridge was primarily built by A. Guthrie and Company of St. Paul, Minnesota. The bridge was primarily designed by Conde Balcom McCullough (Oregon State Highway Commission). | 45.359030 | -122.609700 | OR-43 (7th Street, Willamette Drive) | Willamette River | Oregon City | Clackamas County, Oregon | Oregon | United States | Metal | Solid Ribbed | Through | Arch | Fixed | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 10 | 1922 | 2012 | A. Guthrie and Company of St. Paul, Minnesota | Conde Balcom McCullough (Oregon State Highway Commission) | 8 | 8 | 360 | 109.73 | 745 | 227.08 | 18.4 | 5.61 | https://historicbridges.org/oregon/oregoncity/little_oregoncity_3835_6_7v_small.jpg | https://historicbridges.org/oregon/oregoncity/little_oregoncity_3835_6_7v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/oregoncity/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.359030,-122.609700 | |||||||||||
| 6201 | Cape Creek Bridge | One of the most unique concrete arch bridges in the country, this bridge was designed to look like roman aqueducts with multiple levels of arches. The technical description of the main or most noteworthy span of the bridge is a 220 ft (67.06 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Clackamas Construction Company of Clackamas, Oregon. The bridge was primarily designed by Conde Balcom McCullough (Oregon State Highway Commission). | 44.133470 | -124.121590 | Oregon Coast Highway (US-101) | Cape Creek | Rural | Lane County, Oregon | Oregon | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 1 | Concrete | T-Beam | Fixed | 0 | 13 | 1932 | 1991 | Clackamas Construction Company of Clackamas, Oregon | Conde Balcom McCullough (Oregon State Highway Commission) | 8 | 8 | 220 | 67.06 | 649 | 197.82 | 27 | 8.23 | https://historicbridges.org/oregon/capecreekbridge/little_capecreekbridge_1147_8_9v_small.jpg | https://historicbridges.org/oregon/capecreekbridge/little_capecreekbridge_1147_8_9v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/capecreekbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.133470,-124.121590 | |||||||||||
| 6202 | Mill City Bridge | This is an unaltered and outstanding representative example of a 1930s standard riveted through truss bridge in Oregon. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 44.754840 | -122.477590 | 1st Avenue (OR-22 Connector) | Santiam River | Mill City | Linn County, Oregon and Marion County, Oregon | Oregon | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | Concrete | T-Beam | Fixed | 0 | 5 | 1934 | 1960 | Unknown | 6 | 6 | 200 | 60.96 | 362 | 110.34 | 23.3 | 7.1 | https://historicbridges.org/oregon/millcity/little_millcity_2650_small.jpg | https://historicbridges.org/oregon/millcity/little_millcity_2650.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/millcity/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.754840,-122.477590 | |||||||||||
| 6203 | Mill City Railroad Bridge | Moved here in 1919 from near San Jose, California, this is one of only two rare and highly significant Phoenix truss bridges in Oregon. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. | 44.755270 | -122.477880 | Railroad (Mill City Trail Rail-Trail) | Santiam River | Mill City | Linn County, Oregon and Marion County, Oregon | Oregon | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 0 | 1888 | 1919 | Phoenix Bridge Company of Phoenixville, Pennsylvania | 9 | 10 | 120 | 36.58 | 285 | 86.87 | 15 | 4.57 | https://historicbridges.org/oregon/millcityrailroad/little_millcityrailroad_2740_small.jpg | https://historicbridges.org/oregon/millcityrailroad/little_millcityrailroad_2740.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/millcityrailroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.755270,-122.477880 | |||||||||||
| 6204 | Newberg Bridge | Champoeg Road Bridge | A former highway bridge that only carries a pipeline today, this is a very unusual design of cantilever truss bridge. The technical description of the main or most noteworthy span of the bridge is a 315 ft (96.01 m) metal rivet-connected Modified Warren (Subdivided) deck truss, fixed. The bridge was primarily built by Coast Bridge Company of Portland, Oregon. | 45.283880 | -122.962180 | Pipeline (Formerly Champoeg Road) | Willamette River | Newberg | Yamhill County, Oregon and Marion County, Oregon | Oregon | United States | Metal | Modified Warren (Subdivided) | Rivet-Connected | Deck | Truss | Fixed | 0 | 3 | 0 | 0 | 1914 | 0 | Coast Bridge Company of Portland, Oregon | 8 | 8 | 315 | 96.01 | 735 | 224.03 | 20 | 6.1 | https://historicbridges.org/oregon/newbergbridge/little_newbergbridge_3607_8_9v_small.jpg | https://historicbridges.org/oregon/newbergbridge/little_newbergbridge_3607_8_9v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/newbergbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.283880,-122.962180 | |||||||||||||
| 6205 | Union Street Railroad Bridge | This impressive vertical lift railroad bridge has been beautifully preserved and converted for pedestrian use, and is a popular crossing now. The technical description of the main or most noteworthy span of the bridge is a 134 ft (40.84 m) metal rivet-connected Pratt through truss, movable: vertical lift, Span Drive. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Waddell and Harrington of Kansas City, Missouri. | 44.947070 | -123.041810 | Railroad (Rail-Trail, Former Union Pacific Railroad) | Willamette River | Salem | Marion County, Oregon and Polk County, Oregon | Oregon | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Movable: Vertical Lift | Span Drive | 5 | 1 | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 0 | 1913 | 2008 | American Bridge Company of New York, New York | Waddell and Harrington of Kansas City, Missouri | 8 | 8 | 134 | 40.84 | 1572 | 479.15 | 0 | 0 | https://historicbridges.org/oregon/salemrailroad/little_salemrailroad_2839_small.jpg | https://historicbridges.org/oregon/salemrailroad/little_salemrailroad_2839.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/salemrailroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.947070,-123.041810 | ||||||
| 6206 | Marion Street Bridge | This riveted deck plate girder bridge was widened on one side with modern girders. The technical description of the main or most noteworthy span of the bridge is a 252 ft (76.81 m) metal rivet-connected deck girder, fixed, Span Drive. The bridge was primarily built by Unknown. The bridge was primarily designed by Glenn S. Paxson (Oregon State Highway Commission). | 44.946050 | -123.042970 | Marion Street | Willamette River | Salem | Marion County, Oregon and Polk County, Oregon | Oregon | United States | Metal | Rivet-Connected | Deck | Girder | Fixed | Span Drive | 0 | 4 | Concrete | T-Beam | Fixed | 0 | 31 | 1953 | 1984 | Unknown | Glenn S. Paxson (Oregon State Highway Commission) | 4 | 5 | 252 | 76.81 | 2393 | 729.39 | 56 | 17.07 | https://historicbridges.org/oregon/salem/little_salem_2848_49_50v_small.jpg | https://historicbridges.org/oregon/salem/little_salem_2848_49_50v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/salem/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.946050,-123.042970 | ||||||||||
| 6207 | Springfield Main Street Bridge | This graceful and relatively small-scale continuous through truss with its arch-like shape is a beautiful landmark in Springfield. The technical description of the main or most noteworthy span of the bridge is a 198 ft (60.35 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Conde Balcom McCullough (Oregon State Highway Commission). | 44.045380 | -123.027650 | OR-26 Westbound (Main Street) | Willamette River | Springfield | Lane County, Oregon | Oregon | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 9 | 3 | Concrete | Stringer (Multi-Beam) | Fixed | 0 | 11 | 1929 | 0 | Unknown | Conde Balcom McCullough (Oregon State Highway Commission) | 8 | 8 | 198 | 60.35 | 1095 | 333.76 | 27 | 8.23 | https://historicbridges.org/oregon/springfieldbridge/little_springfieldbridge_8312_small.jpg | https://historicbridges.org/oregon/springfieldbridge/little_springfieldbridge_8312.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/springfieldbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.045380,-123.027650 | ||||||||||
| 6208 | Springfield South A Street Bridge | This riveted deck plate girder bridge was built to create a one-way couplet with the nearby truss bridge. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal deck girder, fixed. The bridge was primarily built by Unknown. | 44.045010 | -123.027450 | OR-26 Eastbound (South A Street) | Willamette River | Springfield | Lane County, Oregon | Oregon | United States | Metal | Deck | Girder | Fixed | 0 | 3 | Concrete | Stringer (Multi-Beam) | Fixed | 0 | 4 | 1957 | 0 | Unknown | 4 | 4 | 200 | 60.96 | 766 | 233.48 | 30 | 9.14 | https://historicbridges.org/oregon/springfieldbridge2/little_springfieldbridge2_8738_small.jpg | https://historicbridges.org/oregon/springfieldbridge2/little_springfieldbridge2_8738.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/springfieldbridge2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.045010,-123.027450 | |||||||||||||
| 6208 | Springfield Railroad Bridge | This traditional railroad through truss bridge is one of three riveted bridges in this area. The technical description of the main or most noteworthy span of the bridge is a 260 ft (79.25 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 44.042990 | -123.026050 | Railroad (Union Pacific) | Willamette River | Springfield | Lane County, Oregon | Oregon | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 9 | 1 | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 0 | 3 | 1911 | 1925 | Unknown | 7 | 7 | 260 | 79.25 | 1365 | 416.05 | 15 | 4.57 | https://historicbridges.org/oregon/springfieldrailroad/little_springfieldrailroad_8426_7_8v_small.jpg | https://historicbridges.org/oregon/springfieldrailroad/little_springfieldrailroad_8426_7_8v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/springfieldrailroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.042990,-123.026050 | ||||||||
| 6210 | Winchester Bridge | Robert A. Booth Bridge | This graceful and richly decorated multi-span arch bridge has been rehabilitated and preserved. The technical description of the main or most noteworthy span of the bridge is a 112 ft (34.14 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by H. E. Doering of Portland, Oregon. The bridge was primarily designed by Conde Balcom McCullough (Oregon State Highway Commission). | 43.283250 | -123.355400 | Northeast Stephens Street (Old OR-99) | North Umpqua River | Winchester | Douglas County, Oregon | Oregon | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 7 | Concrete | Slab | Fixed | 0 | 6 | 1923 | 2008 | H. E. Doering of Portland, Oregon | Conde Balcom McCullough (Oregon State Highway Commission) | 7 | 7 | 112 | 34.14 | 901.6 | 274.81 | 24 | 7.32 | https://historicbridges.org/oregon/winchesterbridge/little_winchesterbridge_6818_19_20v_small.jpg | https://historicbridges.org/oregon/winchesterbridge/little_winchesterbridge_6818_19_20v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/winchesterbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.283250,-123.355400 | ||||||||||
| 6211 | Winchester I-5 Bridges | This pair of nearly identical bridges are a good example of mid 20th century riveted truss bridge construction. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by P. Mervyn Stephenson and Theodore C. Roake. | 43.282700 | -123.355900 | I-5 | North Umpqua River | Winchester | Douglas County, Oregon | Oregon | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 8 | 5 | Concrete | T-Beam | Fixed | 0 | 13 | 1955 | 1979 | Unknown | P. Mervyn Stephenson and Theodore C. Roake | 5 | 5 | 140 | 42.67 | 1637 | 498.96 | 28 | 8.53 | https://historicbridges.org/oregon/winchesteri5/little_winchesteri5_6566_small.jpg | https://historicbridges.org/oregon/winchesteri5/little_winchesteri5_6566.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/winchesteri5/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.282700,-123.355900 | ||||||||||
| 6212 | Winchester Railroad Bridge | This is a traditional example of an early 20th century rivet-connected railroad truss bridge. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 43.281900 | -123.357200 | Railroad (Central Oregon and Pacific Railroad) | North Umpqua River | Winchester | Douglas County, Oregon | Oregon | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 3 | 0 | 0 | 1906 | 0 | American Bridge Company of New York, New York | 6 | 7 | 150 | 45.72 | 1160 | 353.57 | 0 | 0 | https://historicbridges.org/oregon/winchesterrailroad/little_winchesterrailroad_6656_7_8v_small.jpg | https://historicbridges.org/oregon/winchesterrailroad/little_winchesterrailroad_6656_7_8v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/winchesterrailroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.281900,-123.357200 | ||||||||||||||
| 6213 | Tenmile Creek Bridge | This is one of several beautiful single-span rainbow arch bridges on the Oregon Coast Highway. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) concrete tied Rainbow through arch, fixed. The bridge was primarily built by Union Bridge and Construction Company of Kansas City, Missouri. The bridge was primarily designed by Conde Balcom McCullough (Oregon State Highway Commission). | 44.224040 | -124.109460 | Oregon Coast Highway (US-101) | Tenmile Creek | Rural | Lane County, Oregon | Oregon | United States | Concrete | Rainbow | Tied | Through | Arch | Fixed | 10 | 1 | Concrete | T-Beam | Fixed | 0 | 2 | 1931 | 2007 | Union Bridge and Construction Company of Kansas City, Missouri | Conde Balcom McCullough (Oregon State Highway Commission) | 7 | 7 | 120 | 36.58 | 184.4 | 56.21 | 27 | 8.23 | https://historicbridges.org/oregon/tenmilecreek/little_tenmilecreek_0793_4_5v_small.jpg | https://historicbridges.org/oregon/tenmilecreek/little_tenmilecreek_0793_4_5v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/tenmilecreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.224040,-124.109460 | ||||||||||
| 6214 | Big Creek Bridge | This is one of several beautiful single-span rainbow arch bridges on the Oregon Coast Highway. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) concrete tied Rainbow through arch, fixed. The bridge was primarily built by Union Bridge and Construction Company of Kansas City, Missouri. The bridge was primarily designed by Conde Balcom McCullough (Oregon State Highway Commission). | 44.174390 | -124.115140 | Oregon Coast Highway (US-101) | Big Creek | Rural | Lane County, Oregon | Oregon | United States | Concrete | Rainbow | Tied | Through | Arch | Fixed | 10 | 1 | Concrete | T-Beam | Fixed | 0 | 3 | 1931 | 1997 | Union Bridge and Construction Company of Kansas City, Missouri | Conde Balcom McCullough (Oregon State Highway Commission) | 7 | 7 | 120 | 36.58 | 239 | 72.85 | 27 | 8.23 | https://historicbridges.org/oregon/bigcreek/little_bigcreek_0985_6_7v_small.jpg | https://historicbridges.org/oregon/bigcreek/little_bigcreek_0985_6_7v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/bigcreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.174390,-124.115140 | ||||||||||
| 6215 | Ellsworth Street Bridge | This is a graceful multi-span through truss that is today part of a one-way couplet of bridges. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Union Bridge Company of Portland, Oregon. | 44.639300 | -123.106750 | US-20 Eastbound (Ellsworth Street) | Willamette River | Albany | Benton County, Oregon and Linn County, Oregon | Oregon | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 10 | 4 | Concrete | T-Beam | Fixed | 0 | 7 | 1926 | 1971 | Union Bridge Company of Portland, Oregon | 6 | 6 | 200 | 60.96 | 1090 | 332.23 | 26 | 7.92 | https://historicbridges.org/oregon/albany/little_albany_1267_small.jpg | https://historicbridges.org/oregon/albany/little_albany_1267.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/albany/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.639300,-123.106750 | |||||||||||
| 6216 | Ferry Street Bridge | Coburg Road Bridge | This skewed bridge is a later but still uncommon and rather wide example of a continuous through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 221 ft (67.36 m) metal continuous rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. | 44.057950 | -123.083910 | Coburg Road | Willamette River | Eugene | Lane County, Oregon | Oregon | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 8 | Continuous | 2 | Concrete | Stringer (Multi-Beam) | Fixed | 0 | 7 | 1950 | 1999 | Unknown | 6 | 6 | 221 | 67.36 | 796 | 242.62 | 48 | 14.63 | https://historicbridges.org/oregon/ferrystreet/little_ferrystreet_8897_small.jpg | https://historicbridges.org/oregon/ferrystreet/little_ferrystreet_8897.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/ferrystreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.057950,-123.083910 | |||||||||
| 6217 | Calapooia River Railroad Bridge | This is an unusual pin-connected and subdivided Warren through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 250 ft (76.2 m) metal pin-connected Modified Warren (Subdivided) through truss, fixed. The bridge was primarily built by Unknown. | 44.636090 | -123.112160 | Railroad (Portland and Western Railroad) | Calapooia River | Albany | Linn County, Oregon | Oregon | United States | Metal | Modified Warren (Subdivided) | Pin-Connected | Through | Truss | Fixed | 0 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 0 | 0 | 1908 | Unknown | 8 | 8 | 250 | 76.2 | 1972 | 601.07 | 15 | 4.57 | https://historicbridges.org/oregon/albanycalapooiarr/little_albanycalapooiarr_1540_small.jpg | https://historicbridges.org/oregon/albanycalapooiarr/little_albanycalapooiarr_1540.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/albanycalapooiarr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.636090,-123.112160 | |||||||||||
| 6218 | Jacob Conser Bridge | This is an impressive multi-span example of a rainbow arch bridge. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Clackamas Construction Company of Clackamas, Oregon. The bridge was primarily designed by Conde Balcom McCullough (Oregon State Highway Commission). | 44.715000 | -123.014320 | OR-164 (OR-99E Business) | Santiam River | Jefferson | Marion County, Oregon and Linn County, Oregon | Oregon | United States | Concrete | Rainbow | Through | Arch | Fixed | 0 | 3 | Concrete | Curved | T-Beam | Fixed | 0 | 4 | 1933 | 0 | Clackamas Construction Company of Clackamas, Oregon | Conde Balcom McCullough (Oregon State Highway Commission) | 8 | 8 | 200 | 60.96 | 802 | 244.45 | 24 | 7.32 | https://historicbridges.org/oregon/jefferson/little_jefferson_1726_small.jpg | https://historicbridges.org/oregon/jefferson/little_jefferson_1726.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/jefferson/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.715000,-123.014320 | ||||||||||
| 6219 | Jefferson Railroad Bridge | This multi-span railroad truss bridge appears to be slowly losing its original spans to replacement. The technical description of the main or most noteworthy span of the bridge is a 190 ft (57.91 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 44.714740 | -123.014130 | Railroad (Union Pacific) | Santiam River | Jefferson | Marion County, Oregon and Linn County, Oregon | Oregon | United States | Metal | Camelback | Pin-Connected | Through | Truss | Fixed | 7 | 2 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 0 | 1906 | 0 | American Bridge Company of New York, New York | 7 | 7 | 190 | 57.91 | 1553 | 473.35 | 0 | 0 | https://historicbridges.org/oregon/jeffersonrailroad/little_jeffersonrailroad_1951_small.jpg | https://historicbridges.org/oregon/jeffersonrailroad/little_jeffersonrailroad_1951.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/jeffersonrailroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.714740,-123.014130 | |||||||||||
| 6220 | Wilson River Bridge | This is the oldest of several beautiful single-span rainbow arch bridges on the Oregon Coast Highway. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) concrete tied Rainbow through arch, fixed. The bridge was primarily built by Clackamas Construction Company of Clackamas, Oregon. The bridge was primarily designed by Conde Balcom McCullough (Oregon State Highway Commission). | 45.478230 | -123.844440 | Oregon Coast Highway (US-101) | Wilson River | Tillamook | Tillamook County, Oregon | Oregon | United States | Concrete | Rainbow | Tied | Through | Arch | Fixed | 10 | 1 | Concrete | T-Beam | Fixed | 0 | 4 | 1931 | 0 | Clackamas Construction Company of Clackamas, Oregon | Conde Balcom McCullough (Oregon State Highway Commission) | 7 | 7 | 120 | 36.58 | 184.3 | 56.17 | 27 | 8.23 | https://historicbridges.org/oregon/wilsonriver/little_wilsonriver_7947_small.jpg | https://historicbridges.org/oregon/wilsonriver/little_wilsonriver_7947.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/wilsonriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.478230,-123.844440 | ||||||||||
| 6221 | Necarney Creek Bridge | Sam Reed Bridge | This is a large high-level and curved bridge on the Oregon Coast Highway. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Glenn S. Paxson (Oregon State Highway Commission). | 45.756910 | -123.958410 | Oregon Coast Highway (US-101) | Necarney Creek | Rural | Tillamook County, Oregon | Oregon | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 13 | 0 | 0 | 1937 | 0 | Unknown | Glenn S. Paxson (Oregon State Highway Commission) | 6 | 6 | 70 | 21.34 | 602 | 183.49 | 26 | 7.92 | https://historicbridges.org/oregon/necarneycreek/little_necarneycreek_7377_8_9v_small.jpg | https://historicbridges.org/oregon/necarneycreek/little_necarneycreek_7377_8_9v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/necarneycreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.756910,-123.958410 | |||||||||||||||
| 6222 | Broadway Street Bridge | The only Luten arch in Oregon, this is a classic example of a Luten arch with the balustrade railing used for urban bridges. The technical description of the main or most noteworthy span of the bridge is a 43 ft (13.11 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by W. A. Webster and J. H. Tillman. The bridge was primarily designed by G. R. Edwards and Daniel Luten. | 45.993120 | -123.924090 | Broadway Street | Necanicum River | Seaside | Clatsop County, Oregon | Oregon | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1924 | 0 | W. A. Webster and J. H. Tillman | G. R. Edwards and Daniel Luten | 7 | 7 | 43 | 13.11 | 152 | 46.33 | 30 | 9.14 | https://historicbridges.org/oregon/seasidebroadway/little_seasidebroadway_6918_19_20v_small.jpg | https://historicbridges.org/oregon/seasidebroadway/little_seasidebroadway_6918_19_20v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/seasidebroadway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.993120,-123.924090 | ||||||||||||||
| 6223 | Lewis and Clark River Bridge | This is a rare example of a single leaf highway bascule bridge, and it includes a long timber approach causeway. The technical description of the main or most noteworthy span of the bridge is a 112 ft (34.14 m) metal rivet-connected Pratt deck truss, movable: single leaf bascule, Fixed Trunnion. The bridge was primarily built by Unknown. The bridge was primarily designed by Conde Balcom McCullough (Oregon State Highway Commission). | 46.152300 | -123.859240 | Business US-101 (Warrenton-Astoria Highway) | Lewis and Clark River | Astoria | Clatsop County, Oregon | Oregon | United States | Metal | Pratt | Rivet-Connected | Deck | Truss | Movable: Single Leaf Bascule | Fixed Trunnion | 7 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 38 | 1924 | 2015 | Unknown | Conde Balcom McCullough (Oregon State Highway Commission) | 7 | 7 | 112 | 34.14 | 870 | 265.18 | 19 | 5.79 | https://historicbridges.org/oregon/lewisandclarkriver/little_lewisandclarkriver_6729_30_31v_small.jpg | https://historicbridges.org/oregon/lewisandclarkriver/little_lewisandclarkriver_6729_30_31v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/lewisandclarkriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.152300,-123.859240 | |||||||||
| 6224 | Youngs Bay Bridge | This is a graceful double-leaf bascule bridge, and is also noted for its unusual ornate combination of concrete and timber approach railings. The technical description of the main or most noteworthy span of the bridge is a 166.3 ft (50.69 m) metal rivet-connected Pratt deck truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Gilpin Construction Company of Portland, Oregon. The bridge was primarily designed by Conde Balcom McCullough (Oregon State Highway Commission). | 46.168730 | -123.838150 | Business US-101 (Warrenton-Astoria Highway) | Youngs Bay | Astoria | Clatsop County, Oregon | Oregon | United States | Metal | Pratt | Rivet-Connected | Deck | Truss | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 58 | 1921 | 0 | Gilpin Construction Company of Portland, Oregon | Conde Balcom McCullough (Oregon State Highway Commission) | 7 | 7 | 166.3 | 50.69 | 1845.2 | 562.42 | 20.3 | 6.19 | https://historicbridges.org/oregon/youngsbay/little_youngsbay_6375_6_7v_small.jpg | https://historicbridges.org/oregon/youngsbay/little_youngsbay_6375_6_7v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/youngsbay/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.168730,-123.838150 | |||||||||
| 6225 | Cầu Long Biên (Long Bien Bridge) | Paul Doumer Bridge | A famous bridge in Vietnam, this is one of the most impressive historic cantilever truss bridges in the world, despite half of the original bridge being lost to war. The technical description of the main or most noteworthy span of the bridge is a 348.3 ft (106.16 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by Daydé and Pillé of Paris, France and Schneider et Cie of Chalon-sur-Saône, France. | 21.043566 | 105.859210 | Railroad (Hanoi Railway) and Highway | Red River (Sông Hồng) | Hanoi (Hà Nội) | Hanoi (Hà Nội) | Hanoi (Hà Nội) | Vietnam (Việt Nam) | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 20 | Cantilever | 19 | Metal | Double-Intersection Warren | Rivet-Connected | Pony | Truss | Fixed | 10 | 1 | 1902 | 1972 | Daydé and Pillé of Paris, France and Schneider et Cie of Chalon-sur-Saône, France | 10 | 10 | 348.3 | 106.16 | 5643 | 1719.99 | 26.4 | 8.05 | https://historicbridges.org/vietnam/longbienbridge/little_longbienbridge_brg_6026_7_8p_small.jpg | https://historicbridges.org/vietnam/longbienbridge/little_longbienbridge_brg_6026_7_8p.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=vietnam/longbienbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=21.043566,105.859210 | ||||||
| 6227 | Cầu Mống (Mong Bridge) | One of the oldest and most significant historic bridges in Vietnam, this beautiful bridge is also noted for its span length. The technical description of the main or most noteworthy span of the bridge is a 270 ft (82.3 m) metal hingeless Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily built by Société de construction de Levallois-Perret of Paris, France. | 10.768003 | 106.703702 | Pedestrian Walkway | Ben Nghe Canal (Rạch Bến Nghé) | Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) | Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) | Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) | Vietnam (Việt Nam) | Metal | Solid Ribbed Spandrel Braced | Hingeless | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1894 | 2005 | Société de construction de Levallois-Perret of Paris, France | 10 | 10 | 270 | 82.3 | 330 | 100.58 | 17 | 5.18 | https://historicbridges.org/vietnam/mongbridge/little_mongbridge_brg_7503_4_5v_small.jpg | https://historicbridges.org/vietnam/mongbridge/little_pxl_20240123_103338206.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=vietnam/mongbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=10.768003,106.703702 | ||||||||||||||
| 6228 | Cầu Sêrêpốk (Srepok Bridge) | Concrete Bridge | Today bypassed by replacement bridges, this is the largest known example of a very unusual bridge design found in Vietnam. The technical description of the main or most noteworthy span of the bridge is a 190 ft (57.91 m) concrete continuous Warren through truss, fixed. The bridge was primarily built by Unknown. | 12.613010 | 107.929290 | Nguyễn Tất Thành (AH17, QL 14) | Srepok River (Sông Serepôk) (sông Đăk Krông) | Buôn Ma Thuột | Đắk Nông Province (Tỉnh Đắk Nông) and Đắk Lắk Province (Tỉnh Đắk Lắk) | Đắk Nông Province (Tỉnh Đắk Nông) and Đắk Lắk Province (Tỉnh Đắk Lắk) | Vietnam (Việt Nam) | Concrete | Warren | Through | Truss | Fixed | 12 | Continuous | 4 | 0 | 0 | 1941 | 0 | Unknown | 10 | 10 | 190 | 57.91 | 500 | 152.4 | 9 | 2.74 | https://historicbridges.org/vietnam/causerepokconcrete/little_causerepokconcrete_brg_6840_small.jpg | https://historicbridges.org/vietnam/causerepokconcrete/little_causerepokconcrete_brg_6840.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=vietnam/causerepokconcrete/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=12.613010,107.929290 | |||||||||||||
| 6229 | Cầu Sêrêpốk (Srepok Bridge) | Steel Bridge | This riveted truss and girder bridge is the younger of two historic bridges at this location. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal continuous rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 12.613240 | 107.929280 | Nguyễn Tất Thành (AH17, QL 14) | Srepok River (Sông Serepôk) (sông Đăk Krông) | Buôn Ma Thuột | Đắk Nông Province (Tỉnh Đắk Nông) and Đắk Lắk Province (Tỉnh Đắk Lắk) | Đắk Nông Province (Tỉnh Đắk Nông) and Đắk Lắk Province (Tỉnh Đắk Lắk) | Vietnam (Việt Nam) | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 10 | Continuous | 1 | Metal | Deck | Girder | Fixed | 0 | 4 | 0 | 0 | Unknown | 8 | 8 | 160 | 48.77 | 510 | 155.45 | 20 | 6.1 | https://historicbridges.org/vietnam/causerepoksteel/little_causerepoksteel_brg_7473_small.jpg | https://historicbridges.org/vietnam/causerepoksteel/little_causerepoksteel_brg_7473.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=vietnam/causerepoksteel/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=12.613240,107.929280 | ||||||||
| 6230 | Cầu Cai Lậy (Cai Lay Bridge) | One of a few extremely unusual and highly significant continuous concrete truss bridges in Vietnam, this one has been bypassed but still open to motorbike traffic. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) concrete continuous Howe through truss, fixed. The bridge was primarily built by Unknown. | 10.405798 | 106.116063 | Old QL-1 (đường Quốc Lộ 1 cũ) | Ba Rai River (Sông Ba Rai) | Cai Lậy | Tiền Giang Province (Tỉnh Tiền Giang) | Tiền Giang Province (Tỉnh Tiền Giang) | Vietnam (Việt Nam) | Concrete | Howe | Through | Truss | Fixed | 12 | Continuous | 3 | 0 | 0 | 0 | 0 | Unknown | 10 | 10 | 100 | 30.48 | 185 | 56.39 | 16 | 4.88 | https://historicbridges.org/vietnam/caucailay/little_caucailay_brg_4007_stitch_small.jpg | https://historicbridges.org/vietnam/caucailay/little_caucailay_brg_4007_stitch.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=vietnam/caucailay/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=10.405798,106.116063 | ||||||||||||||
| 6231 | Cầu Rạch Cát (Rach Cat Bridge) | This is a classic European style bowstring truss bridge, with a center span replaced with a newer riveted truss span. The technical description of the main or most noteworthy span of the bridge is a 136 ft (41.45 m) metal rivet-connected Bowstring through truss, fixed. The bridge was primarily built by Société de construction de Levallois-Perret of Paris, France. | 10.934930 | 106.826730 | Railroad (Sài Gòn - Nha Trang Railway) | Dong Nai River (Sông Đồng Nai) | Biên Hòa | Dong Nai Province (Tỉnh Đồng Nai) | Dong Nai Province (Tỉnh Đồng Nai) | Vietnam (Việt Nam) | Metal | Bowstring | Rivet-Connected | Through | Truss | Fixed | 0 | 2 | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 1903 | 0 | Société de construction de Levallois-Perret of Paris, France | 9 | 9 | 136 | 41.45 | 423 | 128.93 | 12 | 3.66 | https://historicbridges.org/vietnam/caurachcat/little_caurachcat_brg_1921_small.jpg | https://historicbridges.org/vietnam/caurachcat/little_caurachcat_brg_1921.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=vietnam/caurachcat/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=10.934930,106.826730 | ||||||||
| 6232 | Cầu Cai Tài (Cai Tai Bridge) | This is an old, lightweight riveted pony truss bridge that may represent what was long ago a common bridge type in Vietnam. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Unknown. | 10.575444 | 106.448140 | DT835 | Cau Giao Canal (Rạch Cầu Giáo) | Quê Mỹ Thạnh and Mỹ Bình | Long An Province (Tỉnh Long An) | Long An Province (Tỉnh Long An) | Vietnam (Việt Nam) | Metal | Double-Intersection Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 2 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 118 | 35.97 | 0 | 0 | https://historicbridges.org/vietnam/caucaitai/little_caucaitai_img_20181211_161554_small.jpg | https://historicbridges.org/vietnam/caucaitai/little_caucaitai_img_20181211_161554.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=vietnam/caucaitai/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=10.575444,106.448140 | ||||||||||||||
| 6234 | Stewart Park Bridge | Roseburg Veterans Administration Hospital Bridge | This unusual bridge is one of the smallest cantilever truss bridges in the country. The technical description of the main or most noteworthy span of the bridge is a 221 ft (67.36 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Murch Brothers Construction of St. Louis, Missouri. | 43.217580 | -123.366320 | Centennial Drive | South Umpqua River | Roseburg | Douglas County, Oregon | Oregon | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 12 | 3 | 0 | 0 | 1933 | 0 | Murch Brothers Construction of St. Louis, Missouri | 7 | 7 | 221 | 67.36 | 327 | 99.67 | 18 | 5.49 | https://historicbridges.org/oregon/stewartparkbridge/little_stewartparkbridge_6338_39_40v_small.jpg | https://historicbridges.org/oregon/stewartparkbridge/little_stewartparkbridge_6338_39_40v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/stewartparkbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.217580,-123.366320 | |||||||||||||
| 6235 | Bull Run Bridge | This is one of two bridges in Clackamas County which are reused spans from the former Burnside Bridge in Portland. The technical description of the main or most noteworthy span of the bridge is a 240 ft (73.15 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Bullen Bridge Company of Pueblo, Colorado. The bridge was primarily designed by W. B. Chase of Portland, Oregon. | 45.428070 | -122.232600 | Bull Run Road | Bull Run River | Rural | Clackamas County, Oregon | Oregon | United States | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1894 | 1926 | Bullen Bridge Company of Pueblo, Colorado | W. B. Chase of Portland, Oregon | 8 | 8 | 240 | 73.15 | 240 | 73.15 | 23.5 | 7.16 | https://historicbridges.org/oregon/bullrunroad/little_bullrunroad_4462_3_4v_small.jpg | https://historicbridges.org/oregon/bullrunroad/little_bullrunroad_4462_3_4v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/bullrunroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.428070,-122.232600 | |||||||||||||
| 6236 | Lusted Road Bridge | This is the larger of two bridges in Clackamas County which are reused spans from the former Burnside Bridge in Portland. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Bullen Bridge Company of Pueblo, Colorado. The bridge was primarily designed by W. B. Chase of Portland, Oregon. | 45.445000 | -122.253660 | Lusted Road | Sandy River | Rural | Clackamas County, Oregon | Oregon | United States | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 12 | 1 | 0 | 0 | 1894 | 1998 | Bullen Bridge Company of Pueblo, Colorado | W. B. Chase of Portland, Oregon | 8 | 8 | 300 | 91.44 | 300 | 91.44 | 23.5 | 7.16 | https://historicbridges.org/oregon/lustedroad/little_lustedroad_5338_small.jpg | https://historicbridges.org/oregon/lustedroad/little_lustedroad_5338.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/lustedroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.445000,-122.253660 | |||||||||||||
| 6237 | Vista Avenue Viaduct | This is a richly decorated concrete arch bridge that soars over Jefferson Street, connecting residential areas above. The technical description of the main or most noteworthy span of the bridge is a 248 ft (75.59 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Parker and Banfield of Portland, Oregon. The bridge was primarily designed by Fred T. Fowler. | 45.519020 | -122.697690 | Vista Avenue | Jefferson Street | Portland | Multnomah County, Oregon | Oregon | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 1 | Concrete | T-Beam | 0 | 7 | 1925 | 0 | Parker and Banfield of Portland, Oregon | Fred T. Fowler | 7 | 7 | 248 | 75.59 | 549 | 167.34 | 37.4 | 11.4 | https://historicbridges.org/oregon/vistabridge/little_vistabridge_7663_4_5v_small.jpg | https://historicbridges.org/oregon/vistabridge/little_vistabridge_7663_4_5v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/vistabridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.519020,-122.697690 | ||||||||||||
| 6238 | Cầu Tân Thuận (Tan Thuan Bridge) | This bridge is noted for its variety of spans and unusual design, and is also a very graceful and attractive bridge. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal rivet-connected Bowstring through truss, fixed. The bridge was primarily built by Unknown. | 10.755864 | 106.720616 | Nguyễn Tất Thành and Huỳnh Tấn Phát | Te Channel (Kênh Tẻ) | Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) | Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) | Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) | Vietnam (Việt Nam) | Metal | Bowstring | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | Concrete | Bowstring | Tied | Through | Truss | 15 | 5 | 1905 | 0 | Unknown | 10 | 10 | 180 | 54.86 | 675 | 205.74 | 22 | 6.71 | https://historicbridges.org/vietnam/cautanthuan/little_cautanthuan_brg_5459_60_61v_small.jpg | https://historicbridges.org/vietnam/cautanthuan/little_img_20231211_075221.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=vietnam/cautanthuan/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=10.755864,106.720616 | |||||||||
| 6240 | L | Cầu Bình Lợi (Binh Loi Bridge) | This bridge is noted for its variety of spans including what may be the only swing truss span in the country. The technical description of the main or most noteworthy span of the bridge is a 210 ft (64.01 m) metal rivet-connected Bowstring pony truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Société de construction de Levallois-Perret of Paris, France. | 10.825763 | 106.709158 | Railroad (Saigon Railway) | Saigon River (Sông Sài Gòn) | Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) | Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) | Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) | Vietnam (Việt Nam) | Metal | Bowstring | Rivet-Connected | Pony | Truss | Movable: Swing | Rim Bearing Center Pier | 0 | 1 | Metal | Bowstring | Rivet-Connected | Through | Truss | 0 | 4 | 1902 | 0 | Société de construction de Levallois-Perret of Paris, France | 10 | 10 | 210 | 64.01 | 910 | 277.37 | 0 | 0 | https://historicbridges.org/vietnam/binhloibridge/little_binhloibridge_brg_3412_small.jpg | https://historicbridges.org/vietnam/binhloibridge/little_binhloibridge_brg_3412.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=vietnam/binhloibridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=10.825763,106.709158 | |||||||
| 6241 | Cầu Long Kiểng (Long Kieng Bridge) | This narrow riveted pony truss bridge carries an enormous amount of motorbike traffic! The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Unknown. | 10.688903 | 106.702382 | Lê Văn Lương (HL34) | Long Kiểng Canal (Rạch Long Kiểng) | Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) | Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) | Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) | Vietnam (Việt Nam) | Metal | Double-Intersection Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 5 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 75 | 22.86 | 345 | 105.16 | 0 | 0 | https://historicbridges.org/vietnam/caulongkieng/little_caulongkieng_brg_5830_small.jpg | https://historicbridges.org/vietnam/caulongkieng/little_caulongkieng_brg_5830.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=vietnam/caulongkieng/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=10.688903,106.702382 | ||||||||||||||
| 6242 | Balch Gulch Bridge | Thurman Street Bridge | This is a rare pin-connected deck truss highway bridge that has been preserved. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal pin-connected Pratt deck truss, fixed. The bridge was primarily built by Riverside Bridge Company of Martins Ferry, Ohio. The bridge was primarily designed by J.C.B. Lockwood of Portland, Oregon. | 45.535540 | -122.712630 | Thurman Street | Balch Gulch (MacLeay Park) | Portland | Multnomah County, Oregon | Oregon | United States | Metal | Pratt | Pin-Connected | Deck | Truss | Fixed | 8 | 1 | Metal | Queenpost | Pin-Connected | Deck | Truss | Fixed | 3 | 10 | 1905 | 2014 | Riverside Bridge Company of Martins Ferry, Ohio | J.C.B. Lockwood of Portland, Oregon | 7 | 8 | 160 | 48.77 | 400 | 121.92 | 27 | 8.23 | https://historicbridges.org/oregon/thurmanstreet/little_thurmanstreet_0201_2_3v_small.jpg | https://historicbridges.org/oregon/thurmanstreet/little_thurmanstreet_0201_2_3v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/thurmanstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.535540,-122.712630 | ||||||
| 6243 | Fessenden Street Bridge | Designed by famed engineer Ralph Modjeski, one of three unusual deck truss bridges with gorgeous ornamental railings. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Ralph Modjeski. | 45.591900 | -122.729040 | Fessenden Street | Railroad (BNSF, Portsmouth Cut) | Portland | Multnomah County, Oregon | Oregon | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 8 | 1 | Metal | Deck | Girder | Fixed | 0 | 2 | 1909 | 0 | Unknown | Ralph Modjeski | 7 | 7 | 90 | 27.43 | 164 | 49.99 | 40 | 12.19 | https://historicbridges.org/oregon/fessenden/little_fessenden_0871_small.jpg | https://historicbridges.org/oregon/fessenden/little_fessenden_0871.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/fessenden/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.591900,-122.729040 | |||||||||
| 6244 | Willamette Boulevard Bridge | Designed by famed engineer Ralph Modjeski, one of three unusual deck truss bridges with gorgeous ornamental railings. The technical description of the main or most noteworthy span of the bridge is a 91 ft (27.74 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Ralph Modjeski. | 45.582200 | -122.740860 | Willamette Boulevard | Railroad (BNSF, Portsmouth Cut) | Portland | Multnomah County, Oregon | Oregon | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 8 | 3 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1909 | 0 | Unknown | Ralph Modjeski | 7 | 7 | 91 | 27.74 | 340 | 103.63 | 40 | 12.19 | https://historicbridges.org/oregon/willametteblvd/little_willametteblvd_0826_7_8v_small.jpg | https://historicbridges.org/oregon/willametteblvd/little_willametteblvd_0826_7_8v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/willametteblvd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.582200,-122.740860 | ||||||||||
| 6245 | Alexandra Avenue Bridge | This very unusual bridge uses a spandrel braced design that is normally only found in steel arch bridges. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Lindstrom and Feigenson of Portland, Oregon. The bridge was primarily designed by Fred T. Fowler and Olaf Laurgaard. | 45.540580 | -122.722920 | Alexandra Avenue | Unnamed Canyon | Portland | Multnomah County, Oregon | Oregon | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 1 | Concrete | Deck | Girder | 0 | 8 | 1922 | 0 | Lindstrom and Feigenson of Portland, Oregon | Fred T. Fowler and Olaf Laurgaard | 9 | 9 | 150 | 45.72 | 272 | 82.91 | 16 | 4.88 | https://historicbridges.org/oregon/alexandraavenue/little_alexandraavenue_0534_small.jpg | https://historicbridges.org/oregon/alexandraavenue/little_alexandraavenue_0534.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/alexandraavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.540580,-122.722920 | |||||||||||
| 6246 | Oregon Slough Railroad Bridge | This swing bridge was designed under the direction of famous engineer Ralph Modjeski. The technical description of the main or most noteworthy span of the bridge is a 335 ft (102.11 m) metal pin-connected Modified Warren (Subdivided) through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Ralph Modjeski. | 45.614980 | -122.701470 | Railroad (BNSF) | Columbia River (Oregon Slough) | Portland | Multnomah County, Oregon | Oregon | United States | Metal | Modified Warren (Subdivided) | Pin-Connected | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 0 | 1 | Metal | Pratt | Pin-Connected | Through | Truss | 6 | 9 | 1908 | 0 | American Bridge Company of New York, New York | Ralph Modjeski | 8 | 8 | 335 | 102.11 | 1535 | 467.87 | 0 | 0 | https://historicbridges.org/oregon/oregonslough/little_oregonslough_1184_5_6v_small.jpg | https://historicbridges.org/oregon/oregonslough/little_oregonslough_1184_5_6v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/oregonslough/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.614980,-122.701470 | |||||||
| 6247 | Columbia River Railroad Bridge | This swing bridge was designed under the direction of famous engineer Ralph Modjeski. The technical description of the main or most noteworthy span of the bridge is a 466 ft (142.04 m) metal pin-connected Modified Warren (Subdivided) through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Ralph Modjeski. | 45.625420 | -122.690400 | Railroad (BNSF) | Columbia River | Portland and Vancouver | Multnomah County, Oregon and Clark County, Washington | Oregon and Washington | United States | Metal | Modified Warren (Subdivided) | Pin-Connected | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 0 | 1 | Metal | Pennsylvania | Pin-Connected | Through | Truss | 10 | 9 | 1908 | 0 | American Bridge Company of New York, New York | Ralph Modjeski | 8 | 8 | 466 | 142.04 | 2808 | 855.88 | 25 | 7.62 | https://historicbridges.org/oregon/columbiariverrailroad/little_columbiariverrailroad_1656_7_8v_small.jpg | https://historicbridges.org/oregon/columbiariverrailroad/little_columbiariverrailroad_1656_7_8v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/columbiariverrailroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.625420,-122.690400 | |||||||
| 6248 | Parry Sound Railway Bridge | CPR Trestle Bridge | This is a very long, high-level bridge that is a major area landmark and features a variety of span types. The technical description of the main or most noteworthy span of the bridge is a 165 ft (50.29 m) metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. | 45.341374 | -80.033608 | Railroad (Canadian Pacific) | Seguin River, Railroad (Fitness Trail Rail-Trail), and Various Streets | Parry Sound | Parry Sound District, Ontario | Ontario | Canada | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 7 | 2 | Metal | Warren | Rivet-Connected | Deck | Truss | 12 | 24 | 1908 | 2018 | Hamilton Bridge Company of Hamilton, Ontario | 7 | 9 | 165 | 50.29 | 1697 | 517.25 | 0 | 0 | https://historicbridges.org/ontario/parrysoundcpr/little_eastelevation_small.jpg | https://historicbridges.org/ontario/parrysoundcpr/little_eastelevation.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/parrysoundcpr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.341374,-80.033608 | ||||||||
| 6249 | Parry Sound Low Level Railway Bridge | Old Train Bridge | This former railway bridge is noted for its unusual design featuring a lower, shorter deck plate girder span in the middle. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. | 45.342628 | -80.031278 | Railroad (Canadian National) | Seguin River | Parry Sound | Parry Sound District, Ontario | Ontario | Canada | Metal | Through | Girder | Fixed | 0 | 2 | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | Unknown | 4 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/smallparrysound/little_westelevation_small.jpg | https://historicbridges.org/ontario/smallparrysound/little_westelevation.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/smallparrysound/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.342628,-80.031278 | |||||||||||
| 6250 | Champlain Bridge | Sturgeon Falls Bridge | This bridge is a rare example of a steel deck arch bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a 190 ft (57.91 m) metal Solid Ribbed deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Ontario Department of Highways. | 46.366111 | -79.933773 | KH-17 (Front Street) | Sturgeon River | Sturgeon Falls (West Nipissing) | Nipissing District, Ontario | Ontario | Canada | Metal | Solid Ribbed | Deck | Arch | Fixed | 0 | 1 | 0 | 2 | 1954 | 0 | Unknown | Ontario Department of Highways | 7 | 7 | 190 | 57.91 | 270 | 82.3 | 43 | 13.11 | https://historicbridges.org/ontario/sturgeonfallhwy/little_southelevation_small.jpg | https://historicbridges.org/ontario/sturgeonfallhwy/little_southelevation.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/sturgeonfallhwy/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.366111,-79.933773 | |||||||||||||
| 6251 | Sturgeon Falls Railway Bridge | This is a small riveted railway deck truss resting on the rocky edges of the river. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. | 46.365562 | -79.933900 | Railroad (Ottawa Valley Railway) | Sturgeon River | Sturgeon Falls (West Nipissing) | Nipissing District, Ontario | Ontario | Canada | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 150 | 45.72 | 150 | 45.72 | 0 | 0 | https://historicbridges.org/ontario/sturgeonfallsrr/little_northelevation_small.jpg | https://historicbridges.org/ontario/sturgeonfallsrr/little_northelevation.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/sturgeonfallsrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.365562,-79.933900 | ||||||||||||||
| 6252 | Vauxhall Bridge | This bridge is known for its beautiful and detailed statues and for its bright colors. The technical description of the main or most noteworthy span of the bridge is a 149 ft (45.42 m) metal two-hinged Solid Ribbed deck arch, fixed. The bridge was primarily built by London County Council Labor. The bridge was primarily designed by Maurice Fitzmaurice and Alexander Binnie. | 51.487600 | -0.127090 | A202 (Vauxhall Bridge Road) | River Thames | London | Greater London, England | England | United Kingdom | Metal | Solid Ribbed | Two-Hinged | Deck | Arch | Fixed | 0 | 5 | 0 | 0 | 1906 | 0 | London County Council Labor | Maurice Fitzmaurice and Alexander Binnie | 9 | 9 | 149 | 45.42 | 809 | 246.58 | 50 | 15.24 | https://historicbridges.org/unitedkingdom/vauxhallbridge/little_bvauxhallbridge_7610_small.jpg | https://historicbridges.org/unitedkingdom/vauxhallbridge/little_bvauxhallbridge_7610.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/vauxhallbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.487600,-0.127090 | |||||||||||||
| 6253 | Battersea Bridge | This is a large, beautiful cast iron deck arch with handsome ornamentation. The technical description of the main or most noteworthy span of the bridge is a 163 ft (49.68 m) metal (cast iron) hingeless deck arch, fixed. The bridge was primarily built by John Mowlem and Company of London, England. The bridge was primarily designed by Joseph Bazalgette. | 51.481070 | -0.172480 | A3220 (Battersea Bridge and Beaufort Street) | River Thames | London | Greater London, England | England | United Kingdom | Metal (Cast Iron) | Hingeless | Deck | Arch | Fixed | 0 | 5 | 0 | 0 | 1890 | 1992 | John Mowlem and Company of London, England | Joseph Bazalgette | 9 | 9 | 163 | 49.68 | 725.5 | 221.13 | 0 | 0 | https://historicbridges.org/unitedkingdom/batterseabridge/little_batterseabridge_1352_small.jpg | https://historicbridges.org/unitedkingdom/batterseabridge/little_batterseabridge_1352.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/batterseabridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.481070,-0.172480 | ||||||||||||||
| 6254 | Battersea Railway Bridge | Cremorne Bridge | This bridge is an early example of a metal arch bridge built largely from wrought iron rather than cast iron, although some components of this bridge are cast iron. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal hingeless Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily built by Brassey and Ogilvie of London, England. The bridge was primarily designed by William Baker. | 51.473080 | -0.179210 | Railroad (London Overground, West London Line) | River Thames | London | Greater London, England | England | United Kingdom | Metal | Solid Ribbed Spandrel Braced | Hingeless | Deck | Arch | Fixed | 0 | 5 | 0 | 0 | 1863 | 1992 | Brassey and Ogilvie of London, England | William Baker | 9 | 9 | 140 | 42.67 | 755 | 230.12 | 0 | 0 | https://historicbridges.org/unitedkingdom/battersearailbridge/little_battersearailbridge_1441_small.jpg | https://historicbridges.org/unitedkingdom/battersearailbridge/little_battersearailbridge_1441.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/battersearailbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.473080,-0.179210 | ||||||||||||
| 6255 | Southwark Bridge | This graceful riveted arch bridge is enhanced by a beautiful multi-color paint scheme. The technical description of the main or most noteworthy span of the bridge is a 240 ft (73.15 m) metal hingeless Solid Ribbed deck arch, fixed. The bridge was primarily built by Sir William Arrol and Company of Glasgow, Scotland. The bridge was primarily designed by Mott, Hay and Anderson. | 51.508890 | -0.094060 | A300 (Southwark Bridge Road and Queen Street) | River Thames | London | Greater London, England | England | United Kingdom | Metal | Solid Ribbed | Hingeless | Deck | Arch | Fixed | 0 | 5 | 0 | 0 | 1921 | 0 | Sir William Arrol and Company of Glasgow, Scotland | Mott, Hay and Anderson | 8 | 8 | 240 | 73.15 | 800 | 243.84 | 0 | 0 | https://historicbridges.org/unitedkingdom/southwarkbridge/little_southwarkbridge_0146_small.jpg | https://historicbridges.org/unitedkingdom/southwarkbridge/little_southwarkbridge_0146.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/southwarkbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.508890,-0.094060 | |||||||||||||
| 6256 | Lambeth Bridge | Although one of the younger metal arch bridges over River Thames in London, this bridge still retains some of the charm and beauty of earlier bridges. The technical description of the main or most noteworthy span of the bridge is a 165 ft (50.29 m) metal two-hinged Closed Spandrel deck arch, fixed. The bridge was primarily built by Dorman Long of Middlesbrough, England. The bridge was primarily designed by George Humphreys. | 51.494540 | -0.123040 | Lambeth Road | River Thames | London | Greater London, England | England | United Kingdom | Metal | Closed Spandrel | Two-Hinged | Deck | Arch | Fixed | 0 | 5 | 0 | 0 | 1932 | 0 | Dorman Long of Middlesbrough, England | George Humphreys | 7 | 7 | 165 | 50.29 | 776 | 236.52 | 0 | 0 | https://historicbridges.org/unitedkingdom/lambethbridge/little_blambethbridge_7715_small.jpg | https://historicbridges.org/unitedkingdom/lambethbridge/little_blambethbridge_7715.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/lambethbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.494540,-0.123040 | |||||||||||||
| 6257 | Albert Bridge | This highly ornamented bridge is also noted for its unique and very early cable-stayed type bridge design. The technical description of the main or most noteworthy span of the bridge is a 384.75 ft (117.27 m) metal plate girder stiffening eyebar chain cable-stayed, fixed. The bridge was primarily built by Britannia Ironworks of Derby, England. The bridge was primarily designed by Rowland Mason Ordish. | 51.482180 | -0.166700 | A3031 | River Thames | London | Greater London, England | England | United Kingdom | Metal | Plate Girder Stiffening | Eyebar Chain | Cable-Stayed | Fixed | 0 | 3 | 0 | 0 | 1873 | 0 | Britannia Ironworks of Derby, England | Rowland Mason Ordish | 10 | 10 | 384.75 | 117.27 | 710 | 216.41 | 27 | 8.23 | https://historicbridges.org/unitedkingdom/albertbridge/little_albertbridge_1292_small.jpg | https://historicbridges.org/unitedkingdom/albertbridge/little_albertbridge_1292.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/albertbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.482180,-0.166700 | ||||||||||||||
| 6258 | Blackfriars Bridge | Blackfriars Road Bridge | This bridge features a combination of cast iron and wrought iron design, and is extensively decorated. The technical description of the main or most noteworthy span of the bridge is a 190 ft (57.91 m) metal (cast iron) hingeless Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily built by P. A. Thom and Company. The bridge was primarily designed by Joseph Cubitt. | 51.509770 | -0.104350 | A201 | River Thames | London | Greater London, England | England | United Kingdom | Metal (Cast Iron) | Solid Ribbed Spandrel Braced | Hingeless | Deck | Arch | Fixed | 0 | 5 | 0 | 0 | 1869 | 0 | P. A. Thom and Company | Joseph Cubitt | 9 | 9 | 190 | 57.91 | 923 | 281.33 | 0 | 0 | https://historicbridges.org/unitedkingdom/blackfriarsroadbridge/little_blackfriarsroadbridge_0419_small.jpg | https://historicbridges.org/unitedkingdom/blackfriarsroadbridge/little_blackfriarsroadbridge_0419.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/blackfriarsroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.509770,-0.104350 | ||||||||||||
| 6259 | Thornton Bridge | This cast iron arch bridge is noted for its unique arch rib design and decorative shields. The technical description of the main or most noteworthy span of the bridge is a 103 ft (31.39 m) metal (cast iron) hingeless deck arch, fixed. The bridge was primarily built by Unknown. | 54.136745 | -1.338799 | Cundall Road | River Swale | York | Yorkshire and the Humber, England | England | United Kingdom | Metal (Cast Iron) | Hingeless | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1888 | 1994 | Unknown | 8 | 9 | 103 | 31.39 | 103 | 31.39 | 0 | 0 | https://historicbridges.org/unitedkingdom/thorntonbridge/little_thorntonbridge_0435_small.jpg | https://historicbridges.org/unitedkingdom/thorntonbridge/little_thorntonbridge_0435.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/thorntonbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=54.136745,-1.338799 | |||||||||||||||
| 6260 | Stourport Bridge | This bridge consists of a beautiful cast iron arch bridge with unique and detailed railing, plus a long brick arch approach viaduct. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal (cast iron) hingeless deck arch, fixed. The bridge was primarily built by Thomas Vale and Company of Stourport, England and Henry Hilton of Birmingham, England. The bridge was primarily designed by Edward Wilson. | 52.337030 | -2.283290 | Stourport Road | River Severn | Stourport-on-Severn | West Midlands, England | England | United Kingdom | Metal (Cast Iron) | Hingeless | Deck | Arch | Fixed | 0 | 1 | Brick | Segmental | Deck | Arch | 0 | 31 | 1870 | 2007 | Thomas Vale and Company of Stourport, England and Henry Hilton of Birmingham, England | Edward Wilson | 8 | 8 | 160 | 48.77 | 780 | 237.74 | 21 | 6.4 | https://historicbridges.org/unitedkingdom/stourportbridge/little_stourportbridge_1227_small.jpg | https://historicbridges.org/unitedkingdom/stourportbridge/little_stourportbridge_1227.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/stourportbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=52.337030,-2.283290 | ||||||||||
| 6261 | Iron Bridge | The first notable cast iron bridge built in the entire world, this bridge is where the history of metal bridge construction begins. The technical description of the main or most noteworthy span of the bridge is a 100.5 ft (30.63 m) metal (cast iron) hingeless deck arch, fixed. The bridge was primarily built by Abraham Darby and Coalbrookdale Company of Coalbrookdale, Shropshire, England. The bridge was primarily designed by Thomas Farnolls Pritchard. | 52.627325 | -2.485443 | Pedestrian Walkway | River Severn | Coalbrookdale | West Midlands, England | England | United Kingdom | Metal (Cast Iron) | Hingeless | Deck | Arch | Fixed | 0 | 1 | Metal | Hingeless | Deck | Arch | 0 | 3 | 1779 | 2018 | Abraham Darby and Coalbrookdale Company of Coalbrookdale, Shropshire, England | Thomas Farnolls Pritchard | 10 | 10 | 100.5 | 30.63 | 0 | 0 | 0 | 0 | https://historicbridges.org/unitedkingdom/ironbridge/little_ironbridge_december32014_dover_dscn3735_small.jpg | https://historicbridges.org/unitedkingdom/ironbridge/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/ironbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=52.627325,-2.485443 | ||||||||||
| 6262 | Coalport Bridge | Preen's Eddy Bridge | This bridge was built in 1818 using three iron ribs from the previous 1799 bridge, and therefore retains the essential design of the 1799 bridge. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal (cast iron) hingeless deck arch, fixed. The bridge was primarily built by Coalbrookdale Company of Coalbrookdale, Shropshire, England and John Onions. | 52.615683 | -2.441865 | Coalport Road | River Severn | Coalport | West Midlands, England | England | United Kingdom | Metal (Cast Iron) | Hingeless | Deck | Arch | Fixed | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1818 | 0 | Coalbrookdale Company of Coalbrookdale, Shropshire, England and John Onions | 10 | 10 | 110 | 33.53 | 160 | 48.77 | 0 | 0 | https://historicbridges.org/unitedkingdom/coalportbridge/little_coalportbridge_1620_1_2v_small.jpg | https://historicbridges.org/unitedkingdom/coalportbridge/little_coalportbridge_1620_1_2v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/coalportbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=52.615683,-2.441865 | |||||||||||
| 6263 | Spey Viaduct | Speymouth Railway Viaduct | This long bridge is noted for its graceful, yet massive bowstring truss span of notable length. The technical description of the main or most noteworthy span of the bridge is a 350 ft (106.68 m) metal rivet-connected Bowstring through truss, fixed. The bridge was primarily built by Blaikie Brothers of Aberdeen, Scotland. The bridge was primarily designed by Blyth and Cunningham and Patrick Barnett. | 57.662760 | -3.097760 | Railroad (Speyside Way Rail-Trail, Former Great North of Scotland Railway) | River Spey | Garmouth | Moray, Scotland | Scotland | United Kingdom | Metal | Bowstring | Rivet-Connected | Through | Truss | Fixed | 0 | 1 | Metal | Howe | Rivet-Connected | Pony | Truss | 0 | 6 | 1885 | 0 | Blaikie Brothers of Aberdeen, Scotland | Blyth and Cunningham and Patrick Barnett | 9 | 10 | 350 | 106.68 | 950 | 289.56 | 0 | 0 | https://historicbridges.org/unitedkingdom/speyviaduct/little_speyviaduct_4825_small.jpg | https://historicbridges.org/unitedkingdom/speyviaduct/little_speyviaduct_4675_6_7v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/speyviaduct/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=57.662760,-3.097760 | |||||||
| 6264 | Craigellachie Bridge | This beautiful bridge, bypassed and preserved for pedestrian use, is one of the most famous historic cast iron bridges in Scotland. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal (cast iron) hingeless deck arch, fixed. The bridge was primarily built by Plas Kynaston Iron Foundry, of Cefn Mawr, Wales and William Hazledine of Shrewsbury, England. The bridge was primarily designed by Thomas Telford. | 57.491300 | -3.193850 | Pedestrian Walkway (Old A941) | River Spey | Craigellachie | Moray, Scotland | Scotland | United Kingdom | Metal (Cast Iron) | Hingeless | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1814 | 1964 | Plas Kynaston Iron Foundry, of Cefn Mawr, Wales and William Hazledine of Shrewsbury, England | Thomas Telford | 10 | 10 | 150 | 45.72 | 150 | 45.72 | 0 | 0 | https://historicbridges.org/unitedkingdom/craigellachiebridge/little_craigellachiebridge_3406_7_8v_small.jpg | https://historicbridges.org/unitedkingdom/craigellachiebridge/little_craigellachiebridge_3406_7_8v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/craigellachiebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=57.491300,-3.193850 | ||||||||||||||
| 6265 | Blackfriars Railway Bridge | This wrought iron arch bridge, sitting next to the piers of another former railway bridge, has in recent years been turned into a part of Blackfriars Station. The technical description of the main or most noteworthy span of the bridge is a 190 ft (57.91 m) metal hingeless deck arch, fixed. The bridge was primarily built by Lucas and Aird. The bridge was primarily designed by John Wolfe-Barry and Henry Marc Brunel. | 51.509730 | -0.103230 | Railroad (Thameslink, Blackfriars Station) | River Thames | London | Greater London, England | England | United Kingdom | Metal | Hingeless | Deck | Arch | Fixed | 0 | 5 | 0 | 0 | 1886 | 0 | Lucas and Aird | John Wolfe-Barry and Henry Marc Brunel | 7 | 7 | 190 | 57.91 | 0 | 0 | 0 | 0 | https://historicbridges.org/unitedkingdom/blackfriarsrailbridge/little_blackfriarsrailbridge_0332_small.jpg | https://historicbridges.org/unitedkingdom/blackfriarsrailbridge/little_blackfriarsrailbridge_0332.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/blackfriarsrailbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.509730,-0.103230 | ||||||||||||||
| 6266 | Chelsea Bridge | This bridge is a very rare example of a self-anchored suspension bridge. The technical description of the main or most noteworthy span of the bridge is a 352 ft (107.29 m) metal plate girder stiffening wire cable suspension, fixed. The bridge was primarily built by Holloway Brothers of London, England. The bridge was primarily designed by London County Council Engineers and Thomas Peirson Frank. | 51.484420 | -0.149770 | A3216 (Queenstown Road, Chelsea Bridge Road) | River Thames | London | Greater London, England | England | United Kingdom | Metal | Plate Girder Stiffening | Wire Cable | Suspension | Fixed | 0 | 3 | 0 | 0 | 1937 | 0 | Holloway Brothers of London, England | London County Council Engineers and Thomas Peirson Frank | 7 | 7 | 352 | 107.29 | 698 | 212.75 | 45 | 13.72 | https://historicbridges.org/unitedkingdom/chelseabridge/little_chelseabridge_1010_small.jpg | https://historicbridges.org/unitedkingdom/chelseabridge/little_chelseabridge_1010.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/chelseabridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.484420,-0.149770 | ||||||||||||||
| 6267 | Wandsworth Bridge | This is a riveted deck plate girder bridge noted for its graceful curves and unusual cantilever design. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal cantilever Variable Depth deck girder, fixed. The bridge was primarily built by Holloway Brothers of London, England. The bridge was primarily designed by Thomas Peirson Frank. | 51.464980 | -0.187840 | A217 (Wandsworth Bridge Road) | River Thames | London | Greater London, England | England | United Kingdom | Metal | Variable Depth | Deck | Girder | Fixed | 0 | Cantilever | 3 | 0 | 0 | 1940 | 0 | Holloway Brothers of London, England | Thomas Peirson Frank | 6 | 3 | 300 | 91.44 | 650 | 198.12 | 48 | 14.63 | https://historicbridges.org/unitedkingdom/wandsworthbridge/little_wandsworthbridge_1784_small.jpg | https://historicbridges.org/unitedkingdom/wandsworthbridge/little_wandsworthbridge_1784.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/wandsworthbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.464980,-0.187840 | |||||||||||||
| 6268 | Westminster Bridge | Featuring decorative cast iron fascia arches, this iconic arch bridge is famous as the bridge that sits in the shadow of Parliament and Big Ben. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal (cast iron) hingeless deck arch, fixed. The bridge was primarily built by Thomas Page. The bridge was primarily designed by Thomas Page. | 51.500860 | -0.121790 | A302 (Westminster Bridge Road) | River Thames | London | Greater London, England | England | United Kingdom | Metal (Cast Iron) | Hingeless | Deck | Arch | Fixed | 0 | 7 | 0 | 0 | 1862 | 2007 | Thomas Page | Thomas Page | 9 | 9 | 130 | 39.62 | 820 | 249.94 | 48 | 14.63 | https://historicbridges.org/unitedkingdom/westminsterbridge/little_westminsterbridge_7286_small.jpg | https://historicbridges.org/unitedkingdom/westminsterbridge/little_westminsterbridge_7310.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/westminsterbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.500860,-0.121790 | ||||||||||||||
| 6269 | Cannon Street Railway Bridge | Although originally dating to 1866, this deck plate girder bridge has been extensively modified and altered over its history. The technical description of the main or most noteworthy span of the bridge is a 147.6 ft (44.99 m) metal deck girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by John Hawkshaw. | 51.508400 | -0.091810 | Railroad (Network Rail) | River Thames | London | Greater London, England | England | United Kingdom | Metal | Deck | Girder | Fixed | 0 | 5 | 0 | 0 | 1866 | 1983 | Unknown | John Hawkshaw | 3 | 3 | 147.6 | 44.99 | 855 | 260.6 | 66 | 20.12 | https://historicbridges.org/unitedkingdom/southwarkrailbridge/little_southwarkrailbridge_0074_small.jpg | https://historicbridges.org/unitedkingdom/southwarkrailbridge/little_southwarkrailbridge_0074.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/southwarkrailbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.508400,-0.091810 | |||||||||||||||
| 6270 | Hungerford Bridge | Charing Cross Bridge | This bridge is unusual in the United Kingdom for its use of pins for connecting some of the truss members. The technical description of the main or most noteworthy span of the bridge is a 165 ft (50.29 m) metal multiple-type-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by John Hawkshaw. | 51.506090 | -0.120220 | Railroad (Network Rail) | River Thames | London | Greater London, England | England | United Kingdom | Metal | Double-Intersection Warren | Multiple-Type-Connected | Pony | Truss | Fixed | 0 | 9 | 0 | 0 | 1864 | 0 | Unknown | John Hawkshaw | 8 | 8 | 165 | 50.29 | 1300 | 396.24 | 0 | 0 | https://historicbridges.org/unitedkingdom/hungerfordbridge/little_hungerfordbridge_7802_small.jpg | https://historicbridges.org/unitedkingdom/hungerfordbridge/little_hungerfordbridge_7802.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/hungerfordbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.506090,-0.120220 | ||||||||||||
| 6271 | Fulham Railway Bridge | This is an attractive multi-span example of a heavy lattice girder bridge. The technical description of the main or most noteworthy span of the bridge is a 152 ft (46.33 m) metal Lattice through girder, fixed. The bridge was primarily built by Head Wrightson of Thornaby-on-Tees, England. The bridge was primarily designed by William Jacomb. | 51.465930 | -0.209640 | Railroad (London Underground District Line) | River Thames | London | Greater London, England | England | United Kingdom | Metal | Lattice | Through | Girder | Fixed | 0 | 5 | 0 | 0 | 1889 | 1997 | Head Wrightson of Thornaby-on-Tees, England | William Jacomb | 7 | 7 | 152 | 46.33 | 1371 | 417.88 | 0 | 0 | https://historicbridges.org/unitedkingdom/fulhamrailwaybridge/little_fulhamrailwaybridge_1813_small.jpg | https://historicbridges.org/unitedkingdom/fulhamrailwaybridge/little_fulhamrailwaybridge_1813.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/fulhamrailwaybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.465930,-0.209640 | ||||||||||||||
| 6272 | Putney Bridge | This bridge is a stone arch bridge that has an appearance similar to the old London Bridge. The technical description of the main or most noteworthy span of the bridge is a 163 ft (49.68 m) stone Segmental deck arch, fixed. The bridge was primarily built by John Waddell of Edinburgh, Scotland. The bridge was primarily designed by Joseph Bazalgette. | 51.466900 | -0.213030 | A219 (Putney High Street) | River Thames | London | Greater London, England | England | United Kingdom | Stone | Segmental | Deck | Arch | Fixed | 0 | 5 | 0 | 0 | 1884 | 2014 | John Waddell of Edinburgh, Scotland | Joseph Bazalgette | 6 | 6 | 163 | 49.68 | 700 | 213.36 | 0 | 0 | https://historicbridges.org/unitedkingdom/putneybridge/little_putneybridge_1967_8_9v_small.jpg | https://historicbridges.org/unitedkingdom/putneybridge/little_putneybridge_2006_7_8v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/putneybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.466900,-0.213030 | ||||||||||||||
| 6274 | Richardson Bridge | This regionally rare double-intersection Warren through truss bridge was relocated and preserved for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 124 ft (37.8 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Northwest Steel Company of Portland, Oregon. The bridge was primarily designed by Coast Bridge Company of Portland, Oregon. | 44.046560 | -123.142910 | Fern Ridge Trail | Amazon Creek | Eugene | Lane County, Oregon | Oregon | United States | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1912 | 1986 | Northwest Steel Company of Portland, Oregon | Coast Bridge Company of Portland, Oregon | 7 | 8 | 124 | 37.8 | 124 | 37.8 | 18 | 5.49 | https://historicbridges.org/oregon/richardson/little_richardson_8972_small.jpg | https://historicbridges.org/oregon/richardson/little_richardson_8972.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/richardson/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.046560,-123.142910 | |||||||||||||
| 6275 | Neawanna Creek Bridge | This concrete t-beam bridge is noted for its use of a then-new engineering theory in its design. The technical description of the main or most noteworthy span of the bridge is a 52.5 ft (16 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by F. L. Odom. The bridge was primarily designed by Conde Balcom McCullough (Oregon State Highway Commission). | 46.010740 | -123.911400 | Oregon Coast Highway (US-101) | Neawanna Creek | Seaside | Clatsop County, Oregon | Oregon | United States | Concrete | Curved | T-Beam | Fixed | 0 | Continuous | 4 | 0 | 0 | 1930 | 0 | F. L. Odom | Conde Balcom McCullough (Oregon State Highway Commission) | 6 | 6 | 52.5 | 16 | 210 | 64.01 | 27 | 8.23 | https://historicbridges.org/oregon/neawannacreek/little_neawannacreek_6855_6_7v_small.jpg | https://historicbridges.org/oregon/neawannacreek/little_neawannacreek_6855_6_7v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/neawannacreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.010740,-123.911400 | ||||||||||||||
| 6276 | ! | Necanicum River Bridge | This bridge is an attractive curved t-beam that offers the same details and aesthetics that make larger bridges on this highway eye-catching as well. The technical description of the main or most noteworthy span of the bridge is a 68 ft (20.73 m) concrete curved t-beam, fixed. The bridge was primarily built by F. L. Odom. The bridge was primarily designed by Conde Balcom McCullough (Oregon State Highway Commission). | 45.952880 | -123.926490 | Oregon Coast Highway (US-101) | Necanicum River | Rural | Clatsop County, Oregon | Oregon | United States | Concrete | Curved | T-Beam | Fixed | 0 | 3 | 0 | 0 | 1930 | 0 | F. L. Odom | Conde Balcom McCullough (Oregon State Highway Commission) | 5 | 5 | 68 | 20.73 | 172 | 52.43 | 27 | 8.23 | https://historicbridges.org/oregon/necanicumriver/little_necanicumriver_7035_6_7v_small.jpg | https://historicbridges.org/oregon/necanicumriver/little_necanicumriver_7035_6_7v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/necanicumriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.952880,-123.926490 | ||||||||||||||
| 6277 | Reedsport Railroad Bridge | Umpqua River Railroad Bridge | This impressive swing bridge is complimented by a long series of fixed through truss approach spans. The technical description of the main or most noteworthy span of the bridge is a 348 ft (106.07 m) metal rivet-connected Polygonal Warren through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by American Bridge Company of New York, New York. | 43.706920 | -124.096440 | Railroad (Coos Bay Rail Link) | Umpqua River | Reedsport | Douglas County, Oregon | Oregon | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 0 | 1 | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 5 | 11 | 1914 | 0 | American Bridge Company of New York, New York | 8 | 8 | 348 | 106.07 | 1600 | 487.68 | 12 | 3.66 | https://historicbridges.org/oregon/reedsportrailroad/little_reedsportrailroad_2998_small.jpg | https://historicbridges.org/oregon/reedsportrailroad/little_reedsportrailroad_2998.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/reedsportrailroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.706920,-124.096440 | ||||||
| 6278 | Coos Bay Railroad Bridge | This bridge features a long series of truss spans that lead to an impressive swing truss span. The technical description of the main or most noteworthy span of the bridge is a 458 ft (139.6 m) metal rivet-connected Warren through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by American Bridge Company of New York, New York. | 43.426850 | -124.235890 | Railroad (Coos Bay Rail Link) | Coos Bay | North Bend | Coos County, Oregon | Oregon | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 0 | 1 | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 7 | 0 | 1914 | 0 | American Bridge Company of New York, New York | 8 | 8 | 458 | 139.6 | 3055 | 931.16 | 0 | 0 | https://historicbridges.org/oregon/coosbayrailroad/little_coosbaymccullough_4048_49_50v_small.jpg | https://historicbridges.org/oregon/coosbayrailroad/little_coosbaymccullough_4036_7_8v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/coosbayrailroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.426850,-124.235890 | |||||||
| 6279 | Cushman Railroad Bridge | This riveted swing span is flanked by uncommon pin-connected Camelback truss spans. The technical description of the main or most noteworthy span of the bridge is a 286 ft (87.17 m) metal rivet-connected Warren through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by American Bridge Company of New York, New York. | 43.983680 | -124.045250 | Railroad (Coos Bay Rail Link) | Siuslaw River | Cushman | Lane County, Oregon | Oregon | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 0 | 1 | Metal | Camelback | Pin-Connected | Through | Truss | 7 | 0 | 1914 | 0 | American Bridge Company of New York, New York | 8 | 8 | 286 | 87.17 | 3450 | 1051.56 | 0 | 0 | https://historicbridges.org/oregon/cushmanrailroad/little_cushmanrailroad_1453_4_5v_small.jpg | https://historicbridges.org/oregon/cushmanrailroad/little_cushmanrailroad_1453_4_5v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/cushmanrailroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.983680,-124.045250 | ||||||||
| 6280 | Winston Bridge | This is an attractive multi-span through arch bridge with ornamental railing. The technical description of the main or most noteworthy span of the bridge is a 182 ft (55.47 m) metal tied Solid Ribbed through arch, fixed. The bridge was primarily built by Joplin and Eldon. The bridge was primarily designed by Conde Balcom McCullough (Oregon State Highway Commission). | 43.133710 | -123.398960 | OR-42 Eastbound | South Umpqua River | Winston | Douglas County, Oregon | Oregon | United States | Metal | Solid Ribbed | Tied | Through | Arch | Fixed | 0 | 3 | Concrete | T-Beam | Fixed | 0 | 4 | 1934 | 1976 | Joplin and Eldon | Conde Balcom McCullough (Oregon State Highway Commission) | 7 | 7 | 182 | 55.47 | 555 | 169.16 | 24 | 7.32 | https://historicbridges.org/oregon/winstonbridge/little_winstonbridge_6187_8_9v_small.jpg | https://historicbridges.org/oregon/winstonbridge/little_winstonbridge_6187_8_9v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/winstonbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.133710,-123.398960 | ||||||||||
| 6281 | Cummins Creek Bridge | This graceful concrete arch bridge offers views out toward the Pacific Ocean. The technical description of the main or most noteworthy span of the bridge is a 115 ft (35.05 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Tom Lillebo. The bridge was primarily designed by Conde Balcom McCullough (Oregon State Highway Commission). | 44.265370 | -124.106800 | Oregon Coast Highway (US-101) | Cummins Creek | Rural | Lane County, Oregon | Oregon | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 1 | Concrete | T-Beam | Fixed | 0 | 2 | 1931 | 2001 | Tom Lillebo | Conde Balcom McCullough (Oregon State Highway Commission) | 7 | 6 | 115 | 35.05 | 185 | 56.39 | 27 | 8.23 | https://historicbridges.org/oregon/cumminscreek/little_cumminscreek_0532_small.jpg | https://historicbridges.org/oregon/cumminscreek/little_cumminscreek_0532.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/cumminscreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.265370,-124.106800 | |||||||||||
| 6282 | Ben Jones Bridge | On an old alignment of the Oregon Coast Highway, visitors enjoy quiet while viewing this spectacular bridge and its views. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by H.E. Doering. The bridge was primarily designed by Conde Balcom McCullough (Oregon State Highway Commission). | 44.778400 | -124.071280 | Otter Crest Loop, Old Oregon Coast Highway (Old US-101) | Rocky Creek | Rural | Lincoln County, Oregon | Oregon | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 1 | Concrete | Stringer (Multi-Beam) | Fixed | 0 | 10 | 1927 | 2001 | H.E. Doering | Conde Balcom McCullough (Oregon State Highway Commission) | 7 | 7 | 160 | 48.77 | 360 | 109.73 | 20 | 6.1 | https://historicbridges.org/oregon/benjonesbridge/little_benjonesbridge_8811_2_3v_small.jpg | https://historicbridges.org/oregon/benjonesbridge/little_benjonesbridge_8811_2_3v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/benjonesbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.778400,-124.071280 | |||||||||||
| 6283 | Depoe Bay Bridge | This 1927 arch bridge was carefully widened in 1940 while maintaining its original aesthetically pleasing design. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Kuckenberg and Wittman of Portland, Oregon. The bridge was primarily designed by Conde Balcom McCullough (Oregon State Highway Commission). | 44.809710 | -124.061800 | Oregon Coast Highway (US-101) | Depoe Bay | Depoe Bay | Lincoln County, Oregon | Oregon | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 1 | Concrete | T-Beam | Fixed | 0 | Continuous | 6 | 1927 | 1940 | Kuckenberg and Wittman of Portland, Oregon | Conde Balcom McCullough (Oregon State Highway Commission) | 7 | 7 | 150 | 45.72 | 333 | 101.5 | 50 | 15.24 | https://historicbridges.org/oregon/depoebay/little_depoebay_8331_2_3v_small.jpg | https://historicbridges.org/oregon/depoebay/little_depoebay_8331_2_3v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/depoebay/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.809710,-124.061800 | ||||||||||
| 6284 | Blind Slough Railroad Bridge | This is one of a couple noteworthy hand-turned 19th century swing truss bridges in this part of Oregon. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal multiple-type-connected Pratt through truss, movable: swing, Center Pier. The bridge was primarily built by Unknown. | 46.202580 | -123.561840 | Railroad (Portland and Western Railroad) | Blind Slough | Rural | Clatsop County, Oregon | Oregon | United States | Metal | Pratt | Multiple-Type-Connected | Through | Truss | Movable: Swing | Center Pier | 0 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 0 | 1895 | 0 | Unknown | 8 | 8 | 180 | 54.86 | 700 | 213.36 | 12.3 | 3.75 | https://historicbridges.org/oregon/blindslough/little_blindslough_5291_2_3v_small.jpg | https://historicbridges.org/oregon/blindslough/little_blindslough_5291_2_3v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/blindslough/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.202580,-123.561840 | ||||||||||
| 6285 | Clatskanie River Railroad Bridge | Clatskanie Railroad Bridge | This is one of a couple noteworthy hand-turned 19th century swing truss bridges in this part of Oregon. The technical description of the main or most noteworthy span of the bridge is a 182 ft (55.47 m) metal multiple-type-connected Pratt through truss, movable: swing, Center Pier. The bridge was primarily built by Unknown. | 46.112790 | -123.211870 | Railroad (Portland and Western Railroad) | Clatskanie River | Clatskanie | Clatsop County, Oregon | Oregon | United States | Metal | Pratt | Multiple-Type-Connected | Through | Truss | Movable: Swing | Center Pier | 0 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1897 | 0 | Unknown | 8 | 8 | 182 | 55.47 | 223 | 67.97 | 12.3 | 3.75 | https://historicbridges.org/oregon/clatskanieriver/little_clatskanieriver_5099_100_101v_small.jpg | https://historicbridges.org/oregon/clatskanieriver/little_clatskanieriver_5099_100_101v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/clatskanieriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.112790,-123.211870 | |||||||||
| 6286 | Kilchis River Railroad Bridge | This is a traditionally composed example of a pin-connected railroad truss bridge. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 45.495610 | -123.850720 | Railroad (Port of Tillamook Bay Railroad) | Kilchis River and Possetti Road | Rural | Tillamook County, Oregon | Oregon | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 0 | 1898 | 0 | Unknown | 7 | 7 | 140 | 42.67 | 280 | 85.34 | 7 | 2.13 | https://historicbridges.org/oregon/kilchisriver/little_kilchisriver_7818_small.jpg | https://historicbridges.org/oregon/kilchisriver/little_kilchisriver_7818.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/kilchisriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.495610,-123.850720 | |||||||||||
| 6287 | Mohler Bridge | This bridge is a good representative example of a standard riveted pony truss in Oregon. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Portland Bridge Company of Portland, Oregon. The bridge was primarily designed by Conde Balcom McCullough (Oregon State Highway Commission). | 45.709060 | -123.858690 | OR-53 (Necanicum Highway) | South Fork Nehalem River | Mohler | Tillamook County, Oregon | Oregon | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 12 | 2 | Concrete | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1926 | 2009 | Portland Bridge Company of Portland, Oregon | Conde Balcom McCullough (Oregon State Highway Commission) | 5 | 6 | 100 | 30.48 | 313.7 | 95.62 | 20 | 6.1 | https://historicbridges.org/oregon/mohlerbridge/little_mohlerbridge_7647_small.jpg | https://historicbridges.org/oregon/mohlerbridge/little_mohlerbridge_7647.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/mohlerbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.709060,-123.858690 | ||||||||||
| 6288 | Stillwell Bridge | This late example of a riveted pony truss also includes concrete sidewalks. The technical description of the main or most noteworthy span of the bridge is a 100.4 ft (30.6 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Glenn S. Paxson (Oregon State Highway Commission). | 45.456190 | -123.859720 | OR-131 (3rd Street, Netarts Highway) | Trask River | Tillamook | Tillamook County, Oregon | Oregon | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 12 | 1 | Concrete | Slab | Fixed | 0 | 12 | 1948 | 0 | Glenn S. Paxson (Oregon State Highway Commission) | 5 | 6 | 100.4 | 30.6 | 333.3 | 101.59 | 26 | 7.92 | https://historicbridges.org/oregon/or131traskriver/little_or131traskriver_8211_2_3v_small.jpg | https://historicbridges.org/oregon/or131traskriver/little_or131traskriver_8211_2_3v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/or131traskriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.456190,-123.859720 | |||||||||||
| 6289 | Chandler Bridge | This is an unusual small-scale vertical lift bridge, and the lift span is visually overpowered by the larger through truss approach spans. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal through girder, movable: vertical lift, Tower Drive. The bridge was primarily built by Unknown. The bridge was primarily designed by Glenn S. Paxson (Oregon State Highway Commission). | 43.366190 | -124.153080 | Coos River Highway | Coos River | Rural | Coos County, Oregon | Oregon | United States | Metal | Through | Girder | Movable: Vertical Lift | Tower Drive | 0 | 1 | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 8 | 14 | 1952 | 0 | Unknown | Glenn S. Paxson (Oregon State Highway Commission) | 6 | 6 | 70 | 21.34 | 965.6 | 294.31 | 26 | 7.92 | https://historicbridges.org/oregon/chandlerbridge/little_chandlerbridge_5413_small.jpg | https://historicbridges.org/oregon/chandlerbridge/little_chandlerbridge_5383.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/chandlerbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.366190,-124.153080 | ||||||||
| 6290 | Jasper Bridge | This is a late example of a rivet-connected Parker through truss bridge, but still retains some of the traditional appearance of bridges from earlier decades. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Glenn S. Paxson (Oregon State Highway Commission). | 43.998230 | -122.905960 | OR-222 | Willamette River | Jasper | Lane County, Oregon | Oregon | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 8 | 2 | Concrete | T-Beam | Fixed | 0 | 7 | 1952 | 0 | Unknown | Glenn S. Paxson (Oregon State Highway Commission) | 5 | 6 | 200 | 60.96 | 747 | 227.69 | 26 | 7.92 | https://historicbridges.org/oregon/jasperbridge/little_jasperbridge_7445_small.jpg | https://historicbridges.org/oregon/jasperbridge/little_jasperbridge_7445.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/jasperbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.998230,-122.905960 | ||||||||||
| 6291 | OR-58 Coast Fork Bridge | Although a later example of a riveted truss bridge, this bridge still has an attractive appearance including arched overhead bracing. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Virginia Bridge Company of Roanoke, Virginia. The bridge was primarily designed by Glenn S. Paxson (Oregon State Highway Commission). | 43.980720 | -122.966430 | OR-58 | Coast Fork Willamette River | Rural | Lane County, Oregon | Oregon | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 9 | 1 | Concrete | T-Beam | Fixed | 0 | 6 | 1950 | 0 | Virginia Bridge Company of Roanoke, Virginia | Glenn S. Paxson (Oregon State Highway Commission) | 5 | 6 | 180 | 54.86 | 438 | 133.5 | 30 | 9.14 | https://historicbridges.org/oregon/or58coastfork/little_or58coastfork_7412_small.jpg | https://historicbridges.org/oregon/or58coastfork/little_or58coastfork_7412.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/or58coastfork/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.980720,-122.966430 | ||||||||||
| 6292 | ! | Oakland Bridge | This is an unusual curved bridge that includes a variety of span lengths and types. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Lewis W. Metzger. The bridge was primarily designed by Conde Balcom McCullough (Oregon State Highway Commission). | 43.425440 | -123.303110 | Shady Highway | Calapooya Creek and Railroad (Union Pacific) | Oakland | Douglas County, Oregon | Oregon | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 8 | 1 | Concrete | Stringer (Multi-Beam) | Fixed | 0 | 9 | 1925 | 0 | Lewis W. Metzger | Conde Balcom McCullough (Oregon State Highway Commission) | 6 | 6 | 100 | 30.48 | 475 | 144.78 | 19.4 | 5.91 | https://historicbridges.org/oregon/oaklandbridge/little_oaklandbridge_6992_3_4v_small.jpg | https://historicbridges.org/oregon/oaklandbridge/little_oaklandbridge_6992_3_4v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/oaklandbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.425440,-123.303110 | |||||||||
| 6293 | Oregon City Half-Viaduct | This is a half-viaduct that carries the roadway out over the edge of a cliff along the river. The technical description of the main or most noteworthy span of the bridge is a 33 ft (10.06 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Oregon State Highway Commission. | 45.359220 | -122.607560 | OR-99 | Cliff along Willamette River | Oregon City | Clackamas County, Oregon | Oregon | United States | Concrete | Curved | T-Beam | Fixed | 0 | Continuous | 11 | 0 | 0 | 1940 | 0 | Unknown | Oregon State Highway Commission | 3 | 3 | 33 | 10.06 | 336 | 102.41 | 50 | 15.24 | https://historicbridges.org/oregon/oregoncityviaduct/little_oregoncityviaduct_4192_3_4v_small.jpg | https://historicbridges.org/oregon/oregoncityviaduct/little_oregoncityviaduct_4192_3_4v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/oregoncityviaduct/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.359220,-122.607560 | ||||||||||||||
| 6294 | Cottage Grove Railroad Bridge | This is a traditional example of an early 20th century pin-connected railroad truss bridge. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 43.784300 | -123.068210 | Railroad (Central Oregon and Pacific) | Coast Fork Willamette River | Cottage Grove | Lane County, Oregon | Oregon | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 0 | 1908 | 0 | American Bridge Company of New York, New York | 7 | 7 | 160 | 48.77 | 540 | 164.59 | 0 | 0 | https://historicbridges.org/oregon/cottagegroverailroad/little_cottagegroverailroad_7118_19_20v_small.jpg | https://historicbridges.org/oregon/cottagegroverailroad/little_cottagegroverailroad_7118_19_20v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/cottagegroverailroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.784300,-123.068210 | |||||||||||
| 6295 | Cottage Grove Bridge | This bridge is a good, unaltered representative example of a concrete t-beam bridge in Oregon. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) concrete continuous t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Oregon State Highway Commission. | 43.784620 | -123.068300 | OR-99 Goshen-Divide Highway | Coast Fork Willamette River | Cottage Grove | Lane County, Oregon | Oregon | United States | Concrete | T-Beam | Fixed | 0 | Continuous | 7 | 0 | 0 | 1949 | 0 | Unknown | Oregon State Highway Commission | 3 | 3 | 70 | 21.34 | 342 | 104.24 | 30 | 9.14 | https://historicbridges.org/oregon/cottagegrove/little_cottagegrove_7277_8_9v_small.jpg | https://historicbridges.org/oregon/cottagegrove/little_cottagegrove_7277_8_9v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/cottagegrove/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.784620,-123.068300 | |||||||||||||||
| 6296 | Tyne Bridge | This iconic bridge is an extremely rare example of a crescent arch bridge. The technical description of the main or most noteworthy span of the bridge is a 531 ft (161.85 m) metal two-hinged Braced Ribbed through arch, fixed. The bridge was primarily built by Dorman Long of Middlesbrough, England. The bridge was primarily designed by Mott, Hay and Anderson of London, England and Ralph Freeman. | 54.968020 | -1.606140 | A167 (High Street) | River Tyne | Newcastle upon Tyne and Gateshead | North East, England | England | United Kingdom | Metal | Braced Ribbed | Two-Hinged | Through | Arch | Fixed | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 0 | 1928 | 0 | Dorman Long of Middlesbrough, England | Mott, Hay and Anderson of London, England and Ralph Freeman | 8 | 8 | 531 | 161.85 | 1276 | 388.92 | 37 | 11.28 | https://historicbridges.org/unitedkingdom/tynebridge/little_tynebridge_2927_8_9v_small.jpg | https://historicbridges.org/unitedkingdom/tynebridge/little_tynebridge_2927_8_9v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/tynebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=54.968020,-1.606140 | |||||||||
| 6297 | Conwy Suspension Bridge (Pont Grog Conwy) | Not only is this suspension bridge noted for retaining its original eyebar chains, its setting is unique next to a castle and two other historic bridges. The technical description of the main or most noteworthy span of the bridge is a 326 ft (99.36 m) metal eyebar chain suspension, fixed. The bridge was primarily built by William Hazledine of Shrewsbury, England. The bridge was primarily designed by Thomas Telford. | 53.280490 | -3.823730 | Pedestrian Walkway (Former Bangor to Chester Road) | River Conwy (Afon Conwy) | Conwy | Conwy, Wales (Cymru) | Wales (Cymru) | United Kingdom | Metal | Eyebar Chain | Suspension | Fixed | 0 | 1 | 0 | 0 | 1826 | 1904 | William Hazledine of Shrewsbury, England | Thomas Telford | 10 | 10 | 326 | 99.36 | 326 | 99.36 | 0 | 0 | https://historicbridges.org/unitedkingdom/conwyfoot/little_conwyfoot_5173_small.jpg | https://historicbridges.org/unitedkingdom/conwyfoot/little_conwyfoot_5173.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/conwyfoot/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.280490,-3.823730 | |||||||||||||||
| 6298 | Swing Bridge | This is a large, very old, and intact example of a swing bridge, located in a unique setting between two high level bridges which are also historic. The technical description of the main or most noteworthy span of the bridge is a 281 ft (85.65 m) metal rivet-connected Bowstring through truss, movable: swing, Center Pier. The bridge was primarily built by W. G. Armstrong and Company of Newcastle upon Tyne, England. The bridge was primarily designed by John F. Ure and Philip J. Messent. | 54.967440 | -1.607600 | Bridge Street | River Tyne | Newcastle upon Tyne and Gateshead | North East, England | England | United Kingdom | Metal | Bowstring | Rivet-Connected | Through | Truss | Movable: Swing | Center Pier | 0 | 1 | Metal | Through | Girder | Fixed | 0 | 4 | 1876 | 0 | W. G. Armstrong and Company of Newcastle upon Tyne, England | John F. Ure and Philip J. Messent | 8 | 8 | 281 | 85.65 | 561 | 170.99 | 24 | 7.32 | https://historicbridges.org/unitedkingdom/swingbridgetyne/little_swingbridgetyne_5381_small.jpg | https://historicbridges.org/unitedkingdom/swingbridgetyne/little_swingbridgetyne_5381.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/swingbridgetyne/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=54.967440,-1.607600 | ||||||||
| 6299 | Conwy Road Bridge | This riveted steel deck arch bridge is the youngest of three bridges at this location next to Castle Conwy. The technical description of the main or most noteworthy span of the bridge is a 325 ft (99.06 m) metal three-hinged Solid Ribbed deck arch, fixed. The bridge was primarily built by Sir William Arrol and Company of Glasgow, Scotland. The bridge was primarily designed by Herbert Walter Fitzsimons. | 53.280735 | -3.823902 | A547 (Conway Road, Former A55) | River Conwy (Afon Conwy) | Conwy | Conwy, Wales (Cymru) | Wales (Cymru) | United Kingdom | Metal | Solid Ribbed | Three-Hinged | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1958 | 0 | Sir William Arrol and Company of Glasgow, Scotland | Herbert Walter Fitzsimons | 5 | 3 | 325 | 99.06 | 0 | 0 | 23 | 7.01 | https://historicbridges.org/unitedkingdom/conwyroad/little_conwyroad_6313_4_5v_small.jpg | https://historicbridges.org/unitedkingdom/conwyroad/little_conwyroad_6313_4_5v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/conwyroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.280735,-3.823902 | |||||||||||||
| 6300 | Conwy Railway Bridge (Pont Rheilffordd Conwy) | Conwy Tubular Bridge | The last of its kind surviving today, this tubular wrought iron girder bridge was also a pioneer in wrought iron bridge construction when completed. The technical description of the main or most noteworthy span of the bridge is a 312 ft (95.1 m) metal through girder, fixed. The bridge was primarily built by William Evans. The bridge was primarily designed by William Fairbairn, E. Hodgkinson, and Robert Stephenson. | 53.280221 | -3.823700 | Railroad (Network Rail, North Wales Main Line) | River Conwy (Afon Conwy) | Wales (Cymru) | Conwy, Wales (Cymru) | Wales (Cymru) | United Kingdom | Metal | Through | Girder | Fixed | 0 | 3 | 0 | 0 | 1849 | 1899 | William Evans | William Fairbairn, E. Hodgkinson, and Robert Stephenson | 10 | 10 | 312 | 95.1 | 463 | 141.12 | 0 | 0 | https://historicbridges.org/unitedkingdom/conwyrail/little_conwyrail_4477_8_9v_small.jpg | https://historicbridges.org/unitedkingdom/conwyrail/little_conwyrail_4477_8_9v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/conwyrail/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.280221,-3.823700 | ||||||||||||||
| 6301 | Britannia Bridge | This bridge was built on the substructure of a famous tubular girder bridge designed by Robert Stephenson and William Fairbairn. The technical description of the main or most noteworthy span of the bridge is a 460 ft (140.21 m) metal Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily built by Cleveland Bridge and Engineering Company of Darlington, England. | 53.215968 | -4.185866 | A55 (North Wales Expressway) and Railroad (Network Rail, North Wales Main Line) | Menai Strait (Afon Menai) | Llanfairpwllgwyngyll (Llanfairpwllgwyngyllgogerychwyrndrobwllllantysiliogogogoch) and Bangor | Isle of Anglesey (Ynys Môn), Wales (Cymru) and Gwynedd, Wales (Cymru) | Wales (Cymru) | United Kingdom | Metal | Solid Ribbed Spandrel Braced | Deck | Arch | Fixed | 0 | 2 | 0 | 6 | 1972 | 2011 | Cleveland Bridge and Engineering Company of Darlington, England | 2 | 2 | 460 | 140.21 | 1512 | 460.86 | 0 | 0 | https://historicbridges.org/unitedkingdom/brittaniabridge/little_brittaniabridge_2635_6_7v_small.jpg | https://historicbridges.org/unitedkingdom/brittaniabridge/little_brittaniabridge_2635_6_7v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/brittaniabridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.215968,-4.185866 | |||||||||||||||
| 6302 | Menai Bridge | Menai Suspension Bridge (Pont Grog y Borth) | The Menai Bridge is one of the most famous eyebar chain suspension bridges in the UK, and it has a combination of 1826 and and 1940 materials. The technical description of the main or most noteworthy span of the bridge is a 577 ft (175.87 m) metal pony truss stiffening eyebar chain suspension, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Thomas Telford. | 53.220048 | -4.163099 | A5 (London to Holyhead Road) | Menai Strait (Afon Menai) | Menai Bridge (Porthaethwy) (Y Borth) and Bangor | Isle of Anglesey (Ynys Môn), Wales (Cymru) and Gwynedd, Wales (Cymru) | Wales (Cymru) | United Kingdom | Metal | Pony Truss Stiffening | Eyebar Chain | Suspension | Fixed | 0 | 1 | Stone | Semicircular | Deck | Arch | Fixed | 0 | 7 | 1862 | 1940 | Unknown | Thomas Telford | 10 | 10 | 577 | 175.87 | 1368 | 416.97 | 24 | 7.32 | https://historicbridges.org/unitedkingdom/menaibridge/little_menaibridge_3019_20_21v_small.jpg | https://historicbridges.org/unitedkingdom/menaibridge/little_menaibridge_3019_20_21v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/menaibridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.220048,-4.163099 | ||||||||
| 6303 | Clifton Suspension Bridge | Crossing the River Avon at a high level over a spectacular rocky gorge, this amazing suspension bridge was designed by Brunel but not completed until after his death. The technical description of the main or most noteworthy span of the bridge is a 702.1 ft (214 m) metal plate girder stiffening eyebar chain suspension, fixed. The bridge was primarily built by Cochrane, Grove, and Company. The bridge was primarily designed by Isambard Kingdom Brunel, William Henry Barlow, and John Hawkshaw. | 51.454889 | -2.627914 | B3129 | River Avon | Bristol | South West, England | England | United Kingdom | Metal | Plate Girder Stiffening | Eyebar Chain | Suspension | Fixed | 0 | 1 | 0 | 0 | 1864 | 0 | Cochrane, Grove, and Company | Isambard Kingdom Brunel, William Henry Barlow, and John Hawkshaw | 10 | 10 | 702.1 | 214 | 1351.7 | 412 | 0 | 0 | https://historicbridges.org/unitedkingdom/cliftonsuspensionbridge/little_cliftonsuspensionbridge_7371_2_3v_small.jpg | https://historicbridges.org/unitedkingdom/cliftonsuspensionbridge/little_cliftonsuspensionbridge_7371_2_3v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/cliftonsuspensionbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.454889,-2.627914 | ||||||||||||||
| 6304 | Tees Transporter Bridge | Middlesbrough Transporter Bridge | Featuring a unique cantilever design, this iconic bridge is one of only two operable transporter bridges in the United Kingdom. The technical description of the main or most noteworthy span of the bridge is a 570 ft (173.74 m) metal rivet-connected Modified Warren (Subdivided) through truss, movable: transporter. The bridge was primarily built by Sir William Arrol and Company of Glasgow, Scotland. | 54.584494 | -1.227909 | A178 | River Tees | Middlesbrough and Port Clarence | North East, England | England | United Kingdom | Metal | Modified Warren (Subdivided) | Rivet-Connected | Through | Truss | Movable: Transporter | 32 | 3 | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 10 | 1 | 1911 | 2015 | Sir William Arrol and Company of Glasgow, Scotland | 9 | 10 | 570 | 173.74 | 850 | 259.08 | 0 | 0 | https://historicbridges.org/unitedkingdom/middlesbroughtransporter/little_middlesbroughtransporter_1547_8_9v_small.jpg | https://historicbridges.org/unitedkingdom/middlesbroughtransporter/little_middlesbroughtransporter_1547_8_9v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/middlesbroughtransporter/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=54.584494,-1.227909 | |||||||
| 6305 | Newport Transporter Bridge (Pont Gludo Casnewydd) | One of only two operable transporter bridges in the United Kingdom, this bridge is a combination of suspended and cable-stayed designs. The technical description of the main or most noteworthy span of the bridge is a 645 ft (196.6 m) metal through truss stiffening wire cable suspension, movable: transporter. The bridge was primarily built by Alfred Thorne of London, England. The bridge was primarily designed by Ferdinand Arnodin and Robert H. Haynes. | 51.570648 | -2.985761 | Stephenson Street | River Usk (Afon Wysg) | Newport (Casnewydd) | Newport (Casnewydd), Wales (Cymru) | Wales (Cymru) | United Kingdom | Metal | Through Truss Stiffening | Wire Cable | Suspension | Movable: Transporter | 0 | 3 | 0 | 0 | 1906 | 1995 | Alfred Thorne of London, England | Ferdinand Arnodin and Robert H. Haynes | 9 | 10 | 645 | 196.6 | 774 | 235.92 | 0 | 0 | https://historicbridges.org/unitedkingdom/newporttransporter/little_newporttransporterbridge_6306_7_8v_small.jpg | https://historicbridges.org/unitedkingdom/newporttransporter/little_newporttransporterbridge_6306_7_8v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/newporttransporter/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.570648,-2.985761 | ||||||||||||||
| 6306 | Moy Bridge | This is the only known cast iron swing bridge in existence in the United Kingdom, and is also a very unusual double-leaf design swing bridge. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal (cast iron) deck arch, movable: swing. The bridge was primarily built by Plas Kynaston Iron Foundry, of Cefn Mawr, Wales and William Hazledine of Shrewsbury, England. The bridge was primarily designed by Thomas Telford and William Jessop. | 56.898515 | -5.018938 | Farm Access Road | Caledonian Canal | Moy | Highland, Scotland | Scotland | United Kingdom | Metal (Cast Iron) | Deck | Arch | Movable: Swing | 0 | 1 | 0 | 0 | 1820 | 1995 | Plas Kynaston Iron Foundry, of Cefn Mawr, Wales and William Hazledine of Shrewsbury, England | Thomas Telford and William Jessop | 10 | 10 | 40 | 12.19 | 65 | 19.81 | 10 | 3.05 | https://historicbridges.org/unitedkingdom/moybridge/little_moybridge_2206_7_8v_small.jpg | https://historicbridges.org/unitedkingdom/moybridge/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/moybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=56.898515,-5.018938 | |||||||||||||||
| 6307 | Auchindrean Bridge | This driveway has a ridiculously complex and beautiful bridge for such a small crossing because a famous bridge engineer used to live here! The technical description of the main or most noteworthy span of the bridge is a 102.5 ft (31.24 m) metal rivet-connected Lenticular pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by John Fowler. | 57.778509 | -5.036510 | Private Driveway | River Broom | Garve | Highland, Scotland | Scotland | United Kingdom | Metal | Lenticular | Rivet-Connected | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | John Fowler | 9 | 10 | 102.5 | 31.24 | 102.5 | 31.24 | 9 | 2.74 | https://historicbridges.org/unitedkingdom/auchindreanbridge/little_geograph_3466077_by_m_j_richardson_small.jpg | https://historicbridges.org/unitedkingdom/auchindreanbridge/little_geograph_3466077_by_m_j_richardson.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/auchindreanbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=57.778509,-5.036510 | |||||||||||||
| 6308 | Victoria Bridge | Aberlour Suspension Bridge | This bridge is noted for its lack of alteration, its span length, and impressive towers. The technical description of the main or most noteworthy span of the bridge is a 287 ft (87.48 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by James Abernethy and Company of Aberdeen, Scotland. | 57.470448 | -3.231736 | Pedestrian Walkway | River Spey | Aberlour | Moray, Scotland | Scotland | United Kingdom | Metal | Pony Truss Stiffening | Wire Cable | Suspension | Fixed | 0 | 1 | 0 | 0 | 1900 | 0 | James Abernethy and Company of Aberdeen, Scotland | 8 | 8 | 287 | 87.48 | 287 | 87.48 | 0 | 0 | https://historicbridges.org/unitedkingdom/aberlourbridge/little_aberlourbridge_3166_7_8v_small.jpg | https://historicbridges.org/unitedkingdom/aberlourbridge/little_aberlourbridge_3166_7_8v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/aberlourbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=57.470448,-3.231736 | ||||||||||||||
| 6309 | Tay Railway Bridge | Dundee Railway Bridge | Located at the site of the tragic collapse of the previous bridge, this extremely long wrought iron bridge offers a variety of span types. The technical description of the main or most noteworthy span of the bridge is a 245 ft (74.68 m) metal rivet-connected Bowstring through truss, fixed. The bridge was primarily built by Sir William Arrol and Company of Glasgow, Scotland. The bridge was primarily designed by WH Barlow and Son of London, England (William Henry Barlow). | 56.437369 | -2.987974 | Railroad (Network Rail) | River Tay | Dundee and Wormit | Dundee, Scotland | Scotland | United Kingdom | Metal | Bowstring | Rivet-Connected | Through | Truss | Fixed | 19 | 13 | Metal | Double-Intersection Warren | Rivet-Connected | Deck | Truss | Fixed | 0 | 76 | 1887 | 2003 | Sir William Arrol and Company of Glasgow, Scotland | WH Barlow and Son of London, England (William Henry Barlow) | 9 | 9 | 245 | 74.68 | 10711 | 3264.71 | 0 | 0 | https://historicbridges.org/unitedkingdom/tayrailbridge/little_tayrailbridge_5889_90_91v_small.jpg | https://historicbridges.org/unitedkingdom/tayrailbridge/little_tayrailbridge_6039_40_41v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/tayrailbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=56.437369,-2.987974 | ||||||
| 6310 | Union Chain Bridge | Union Suspension Bridge | This bridge was the first vehicular suspension bridge in Europe, had a record-breaking span when built, has a unique layout, and today retains good integrity of materials. The technical description of the main or most noteworthy span of the bridge is a 360 ft (109.73 m) metal eyebar chain suspension, fixed. The bridge was primarily built by Samuel Brown. | 55.752603 | -2.106709 | Road 68 | River Tweed | Berwick-upon-Tweed and Fishwick | North East, England and Scottish Borders, Scotland | England and Scotland | United Kingdom | Metal | Eyebar Chain | Suspension | Fixed | 0 | 1 | 0 | 0 | 1820 | 0 | Samuel Brown | 10 | 10 | 360 | 109.73 | 449 | 136.86 | 0 | 0 | https://historicbridges.org/unitedkingdom/unionbridge/little_unionbridge_7934_5_6v_small.jpg | https://historicbridges.org/unitedkingdom/unionbridge/little_unionbridge_7934_5_6v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/unionbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=55.752603,-2.106709 | |||||||||||||||
| 6311 | Chepstow Bridge (Pont Cas-gwent) | Old Wye Bridge | This beautiful bridge is one of the oldest multi-span cast iron arch bridges surviving today. The technical description of the main or most noteworthy span of the bridge is a 111 ft (33.83 m) metal (cast iron) hingeless deck arch, fixed. The bridge was primarily built by John Urpeth Raistrick. | 51.646339 | -2.671975 | Bridge Street (Castleford Hill) | River Wye (Afon Gwy) | Chepstow (Cas-gwent) and Sedbury | Monmouthshire, Wales and South West, England | Wales (Cymru) and England | United Kingdom | Metal (Cast Iron) | Hingeless | Deck | Arch | Fixed | 0 | 5 | 0 | 0 | 1816 | 0 | John Urpeth Raistrick | 9 | 10 | 111 | 33.83 | 373 | 113.69 | 9.8 | 2.99 | https://historicbridges.org/unitedkingdom/chepstow/little_chepstow_8460_1_2v_small.jpg | https://historicbridges.org/unitedkingdom/chepstow/little_chepstow_8460_1_2v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/chepstow/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.646339,-2.671975 | ||||||||||||||
| 6312 | Brunel Swivel Bridge | Brunel Swing Bridge | This bridge is noted as an extremely old surviving metal swing bridge, and also noted for its association with Brunel. The technical description of the main or most noteworthy span of the bridge is a 110.5 ft (33.68 m) metal through girder, movable: swing, Rim Bearing Bobtail. The bridge was primarily built by Unknown. The bridge was primarily designed by Isambard Kingdom Brunel. | 51.448334 | -2.623012 | Lock Access Road | Cumberland Basin (North Entrance Lock and South Entrance Lock) | Bristol | South West, England | England | United Kingdom | Metal | Through | Girder | Movable: Swing | Rim Bearing Bobtail | 0 | 1 | Metal | Through | Girder | Fixed | 0 | 1 | 1849 | 0 | Unknown | Isambard Kingdom Brunel | 9 | 9 | 110.5 | 33.68 | 0 | 0 | 12 | 3.66 | https://historicbridges.org/unitedkingdom/bruneltubegirder/little_bruneltubegirder_7716_7_8v_small.jpg | https://historicbridges.org/unitedkingdom/bruneltubegirder/little_bruneltubegirder_7716_7_8v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/bruneltubegirder/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.448334,-2.623012 | |||||||||
| 6313 | Berwick Bridge | Old Bridge | Among surviving ancient stone arch bridges in the United Kingdom, this bridge stands out as a particularly long example. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 55.767840 | -2.008090 | West Street | River Tweed | Berwick-upon-Tweed | North East, England | England | United Kingdom | Stone | Segmental | Deck | Arch | Fixed | 0 | 15 | 0 | 0 | 1624 | 0 | Unknown | 10 | 10 | 75 | 22.86 | 1164 | 354.79 | 0 | 0 | https://historicbridges.org/unitedkingdom/berwickstone/little_berwickstone_8705_6_7v_small.jpg | https://historicbridges.org/unitedkingdom/berwickstone/little_berwickstone_8705_6_7v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/berwickstone/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=55.767840,-2.008090 | ||||||||||||||
| 6314 | Royal Border Bridge | This stone-faced brick arch bridge is noted for is impressive length and high elevation. The technical description of the main or most noteworthy span of the bridge is a 61 ft (18.59 m) stone and brick Semicircular deck arch, fixed. The bridge was primarily built by McKay and Blackstock. The bridge was primarily designed by Robert Stephenson and Thomas Elliot Harrison. | 55.772390 | -2.013370 | Railroad (Network Rail, East Coast Main Line) | River Tweed | Berwick-upon-Tweed | North East, England | England | United Kingdom | Stone and Brick | Semicircular | Deck | Arch | Fixed | 0 | 28 | 0 | 0 | 1850 | 1993 | McKay and Blackstock | Robert Stephenson and Thomas Elliot Harrison | 9 | 10 | 61 | 18.59 | 2162 | 658.98 | 0 | 0 | https://historicbridges.org/unitedkingdom/royalborderbridge/little_royalborderbridge_8477_small.jpg | https://historicbridges.org/unitedkingdom/royalborderbridge/little_royalborderbridge_8477.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/royalborderbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=55.772390,-2.013370 | ||||||||||||||
| 6315 | Albert Edward Bridge | This was one of the last large railway bridges built from cast iron, and this bridge is a good comparison to the other older cast iron bridges nearby. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal (cast iron) hingeless deck arch, fixed. The bridge was primarily built by Coalbrookdale Company of Coalbrookdale, Shropshire, England and Brassey and Field. The bridge was primarily designed by John Fowler. | 52.630870 | -2.503030 | Railroad (Wenlock, Craven Arms and Lightmoor Extension Railway) | River Severn | Coalbrookdale | West Midlands, England | England | United Kingdom | Metal (Cast Iron) | Hingeless | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1864 | 1933 | Coalbrookdale Company of Coalbrookdale, Shropshire, England and Brassey and Field | John Fowler | 8 | 7 | 200 | 60.96 | 200 | 60.96 | 0 | 0 | https://historicbridges.org/unitedkingdom/albertedwardbridge/little_albertedwardbridge_2098_099_100v_small.jpg | https://historicbridges.org/unitedkingdom/albertedwardbridge/little_albertedwardbridge_2098_099_100v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/albertedwardbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=52.630870,-2.503030 | ||||||||||||||
| 6316 | Fochabers Bridge | Old Spey Bridge | This large and impressive 1854 cast iron arch bridge utilized existing stone arch spans from an 1804 bridge. The technical description of the main or most noteworthy span of the bridge is a 185 ft (56.39 m) metal (cast iron) hingeless deck arch, fixed. The bridge was primarily built by James Hoby and Company. | 57.620120 | -3.106262 | Inchberry Road (Former A96) | River Spey | Fochabers | Moray, Scotland | Scotland | United Kingdom | Metal (Cast Iron) | Hingeless | Deck | Arch | Fixed | 0 | 1 | Stone | Segmental | Deck | Arch | Fixed | 0 | 2 | 1854 | 0 | James Hoby and Company | 9 | 9 | 185 | 56.39 | 370 | 112.78 | 0 | 0 | https://historicbridges.org/unitedkingdom/fochabersbridge/little_fochabersbridge_5098_099_100v_small.jpg | https://historicbridges.org/unitedkingdom/fochabersbridge/little_fochabersbridge_5098_099_100v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/fochabersbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=57.620120,-3.106262 | |||||||||
| 6317 | River Weaver Railway Bridge | Viaduct Number 54 | This is one of two similar viaducts featuring a cast iron main span and brick arch approach spans. The technical description of the main or most noteworthy span of the bridge is a 92 ft (28.04 m) metal (cast iron) hingeless deck arch, fixed. The bridge was primarily built by Thomas Brassey. The bridge was primarily designed by Alexander Rendel. | 53.305957 | -2.701398 | Railroad (Chester-Warrington Railway) | River Weaver (Navigation Channel) | Frodsham and Runcorn | North West, England | England | United Kingdom | Metal (Cast Iron) | Hingeless | Deck | Arch | Fixed | 0 | 1 | Brick | Semicircular | Deck | Arch | Fixed | 0 | 4 | 1850 | 0 | Thomas Brassey | Alexander Rendel | 7 | 7 | 92 | 28.04 | 285 | 86.87 | 0 | 0 | https://historicbridges.org/unitedkingdom/suttoncausewayrail/little_suttoncausewayrail_6761_2_3v_small.jpg | https://historicbridges.org/unitedkingdom/suttoncausewayrail/little_suttoncausewayrail_6761_2_3v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/suttoncausewayrail/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.305957,-2.701398 | ||||||||
| 6318 | Frodsham Viaduct | Viaduct Number 53 | This is one of two similar viaducts featuring cast iron main spans and brick arch approach spans. The technical description of the main or most noteworthy span of the bridge is a 92 ft (28.04 m) metal (cast iron) hingeless deck arch, fixed. The bridge was primarily built by Thomas Brassey. The bridge was primarily designed by Alexander Rendel. | 53.302542 | -2.708946 | Railroad (Chester-Warrington Railway) | River Weaver | Frodsham | North West, England | England | United Kingdom | Metal (Cast Iron) | Hingeless | Deck | Arch | Fixed | 0 | 2 | Stone and Brick | Semicircular | Deck | Arch | Fixed | 0 | 23 | 1850 | 0 | Thomas Brassey | Alexander Rendel | 7 | 7 | 92 | 28.04 | 1313 | 400.2 | 0 | 0 | https://historicbridges.org/unitedkingdom/frodshamviaduct/little_frodshamviaduct_6959_60_61v_small.jpg | https://historicbridges.org/unitedkingdom/frodshamviaduct/little_frodshamviaduct_6959_60_61v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/frodshamviaduct/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.302542,-2.708946 | ||||||||
| 6319 | Lee Moor Tramway Bridge | This is a unique, small scale cast iron arch bridge with a through arch design. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) metal (cast iron) through arch, fixed. The bridge was primarily built by Unknown. | 50.392710 | -4.083410 | Railroad (National Cycle Network Rail-Trail) | River Plym | Plymouth | South West, England | England | United Kingdom | Metal (Cast Iron) | Through | Arch | Fixed | 0 | 2 | 0 | 0 | 1823 | 1961 | Unknown | 9 | 9 | 30 | 9.14 | 60 | 18.29 | 0 | 0 | https://historicbridges.org/unitedkingdom/leemoortramwaybridge/little_leemoortramwaybridge_3600_1_2v_small.jpg | https://historicbridges.org/unitedkingdom/leemoortramwaybridge/little_leemoortramwaybridge_3600_1_2v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/leemoortramwaybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.392710,-4.083410 | ||||||||||||||||
| 6320 | Yale Bridge | This is a rare small-scale suspension bridge that is also noted for its lack of alteration. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by Gilpin Construction Company of Portland, Oregon. The bridge was primarily designed by Harold E. Gilbert. | 45.960910 | -122.372980 | WA-503 (Yale Bridge Road) | North Fork Lewis River | Rural | Clark County, Washington and Cowlitz County, Washington | Washington | United States | Metal | Pony Truss Stiffening | Wire Cable | Suspension | Fixed | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 5 | 1932 | 1957 | Gilpin Construction Company of Portland, Oregon | Harold E. Gilbert | 8 | 8 | 300 | 91.44 | 458 | 139.6 | 16.7 | 5.09 | https://historicbridges.org/washington/yalebridge/little_yalebridge_2634_small.jpg | https://historicbridges.org/washington/yalebridge/little_yalebridge_2634.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/yalebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.960910,-122.372980 | |||||||||||
| 6321 | Cowlitz Way Bridge | Peter Crawford Bridge | This is a wide and relatively late example of a continuous riveted through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 256 ft (78.03 m) metal continuous rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Peter Kiewit and Sons of Omaha, Nebraska. The bridge was primarily designed by Washington Department of Highways. | 46.147310 | -122.914030 | WA-4 (Cowlitz Way) | Cowlitz River | Kelso | Cowlitz County, Washington | Washington | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 8 | Continuous | 1 | Concrete | T-Beam | Fixed | 0 | 20 | 1951 | 0 | Peter Kiewit and Sons of Omaha, Nebraska | Washington Department of Highways | 6 | 6 | 256 | 78.03 | 1710 | 521.21 | 56 | 17.07 | https://historicbridges.org/washington/kelso/little_kelso_5048_49_50v_small.jpg | https://historicbridges.org/washington/kelso/little_kelso_5048_49_50v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/kelso/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.147310,-122.914030 | ||||||||
| 6322 | WA-4 Elochoman River Bridge | This is a traditional example of a state standard through truss bridge in Washington State. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Washington Department of Highways. | 46.228790 | -123.394100 | WA-4 | Elochoman River | Rural | Wahkiakum County, Washington | Washington | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1955 | 0 | Unknown | Washington Department of Highways | 5 | 5 | 160 | 48.77 | 165 | 50.29 | 26 | 7.92 | https://historicbridges.org/washington/wa4elochoman/little_wa4elochoman_4490_1_2v_small.jpg | https://historicbridges.org/washington/wa4elochoman/little_wa4elochoman_4490_1_2v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/wa4elochoman/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.228790,-123.394100 | |||||||||||||
| 6323 | Caples Road Bridge | Old WA-503 Bridge | This is a classic example of a rural style concrete closed spandrel arch bridge. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Union Bridge Company of Portland, Oregon. | 45.741810 | -122.546850 | Caples Road (Old WA-503) | Salmon Creek | Meadow Glade | Clark County, Washington | Washington | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1923 | 0 | Union Bridge Company of Portland, Oregon | 5 | 6 | 50 | 15.24 | 80 | 24.38 | 23.6 | 7.19 | https://historicbridges.org/washington/oldwa503salmoncreek/little_oldwa503salmoncreek_2379_80_81v_small.jpg | https://historicbridges.org/washington/oldwa503salmoncreek/little_oldwa503salmoncreek_2379_80_81v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/oldwa503salmoncreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.741810,-122.546850 | ||||||||||||||
| 6324 | Cape Perpetua Half Viaduct | This bridge is noted as a historic example of a half-viaduct which carries a portion of the road out alongside a cliff. The technical description of the main or most noteworthy span of the bridge is a 38 ft (11.58 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Oregon State Highway Commission. | 44.288670 | -124.112670 | Oregon Coast Highway (US-101) | Cape Perpetua Chasm | Rural | Lincoln County, Oregon | Oregon | United States | Concrete | T-Beam | Fixed | 0 | 2 | 0 | 0 | 1931 | 0 | Unknown | Oregon State Highway Commission | 6 | 6 | 38 | 11.58 | 76 | 23.16 | 27 | 8.23 | https://historicbridges.org/oregon/capeperpetua/little_capeperpetua_0382_3_4v_small.jpg | https://historicbridges.org/oregon/capeperpetua/little_capeperpetua_0382_3_4v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/capeperpetua/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.288670,-124.112670 | ||||||||||||||||
| 6325 | Albany Willamette River Railroad Bridge | This bridge consists of a riveted Warren through truss swing bridge flanked by similar but shorter fixed truss spans. The technical description of the main or most noteworthy span of the bridge is a 260 ft (79.25 m) metal rivet-connected Warren through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by American Bridge Company of New York, New York. | 44.640880 | -123.096820 | Railroad (Portland and Western Railroad) | Willamette River | Albany | Benton County, Oregon and Linn County, Oregon | Oregon | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 10 | 1 | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 0 | 1921 | 0 | American Bridge Company of New York, New York | 7 | 7 | 260 | 79.25 | 3910 | 1191.77 | 0 | 0 | https://historicbridges.org/oregon/albanywillametterr/little_albanywillametterr_1084_small.jpg | https://historicbridges.org/oregon/albanywillametterr/little_albanywillametterr_1084.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/albanywillametterr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.640880,-123.096820 | |||||||
| 6326 | Chasm Bridge | Neahkahnie Mountain Bridge | This unusual bridge crosses a chasm that drops off sharply beneath the bridge, with the mountain rising directly beside the bridge. The technical description of the main or most noteworthy span of the bridge is a 59 ft (17.98 m) concrete (stone faced) deck girder, fixed. The bridge was primarily designed by Glenn S. Paxson (Oregon State Highway Commission). | 45.743130 | -123.957470 | Oregon Coast Highway (US-101) | Neahkahnie Mountain Chasm | Rural | Tillamook County, Oregon | Oregon | United States | Concrete (Stone Faced) | Deck | Girder | Fixed | 0 | 1 | 0 | 0 | 1937 | 0 | Glenn S. Paxson (Oregon State Highway Commission) | 6 | 6 | 59 | 17.98 | 103.4 | 31.52 | 30 | 9.14 | https://historicbridges.org/oregon/chasmbridge/little_chasmbridge_7488_89_90v_small.jpg | https://historicbridges.org/oregon/chasmbridge/little_chasmbridge_7488_89_90v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/chasmbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.743130,-123.957470 | |||||||||||||||
| 6327 | New Youngs Bay Bridge | This is a late example of a vertical lift bridge. The technical description of the main or most noteworthy span of the bridge is a 153.6 ft (46.82 m) metal bolt-connected Warren pony truss, movable: vertical lift, Tower Drive. The bridge was primarily built by Unknown. The bridge was primarily designed by Ivan D. Merchant (Oregon State Highway Commission). | 46.176070 | -123.868380 | Oregon Coast Highway (US-101) | Youngs Bay | Astoria | Clatsop County, Oregon | Oregon | United States | Metal | Warren | Bolt-Connected | Pony | Truss | Movable: Vertical Lift | Tower Drive | 10 | 1 | Metal | Warren | Bolt-Connected | Pony | Truss | Fixed | 10 | 51 | 1964 | 0 | Unknown | Ivan D. Merchant (Oregon State Highway Commission) | 4 | 3 | 153.6 | 46.82 | 4208.5 | 1282.75 | 30 | 9.14 | https://historicbridges.org/oregon/youngsbaynew/little_youngsbaynew_6528_29_30v_small.jpg | https://historicbridges.org/oregon/youngsbaynew/little_youngsbaynew_6528_29_30v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/youngsbaynew/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.176070,-123.868380 | ||||||
| 6328 | Wilson River Slough Bridge | This bridge is a good representative example of a standard small-scale bridge on the Oregon Coast Highway, and it retains the ornamental railings used on many bridges on this highway. The technical description of the main or most noteworthy span of the bridge is a 46 ft (14.02 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Oregon State Highway Commission. | 45.479500 | -123.844620 | Oregon Coast Highway (US-101) | Wilson River Slough | Tillamook | Tillamook County, Oregon | Oregon | United States | Concrete | Curved | T-Beam | Fixed | 0 | Continuous | 3 | 0 | 0 | 1931 | 0 | Unknown | Oregon State Highway Commission | 3 | 2 | 46 | 14.02 | 120 | 36.58 | 27 | 8.23 | https://historicbridges.org/oregon/wilsonriverslough/little_wilsonriverslough_8112_small.jpg | https://historicbridges.org/oregon/wilsonriverslough/little_wilsonriverslough_8112.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/wilsonriverslough/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.479500,-123.844620 | ||||||||||||||
| 6329 | Short Sand Creek Bridge | A good example of a concrete t-beam bridge on the Oregon Coast Highway, this one features a less common design of ornamental railing used on this highway. The technical description of the main or most noteworthy span of the bridge is a 46 ft (14.02 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Oregon State Highway Commission. | 45.762180 | -123.957240 | Oregon Coast Highway (US-101) | Short Sand Beach Creek and Short Sands Trail | Rural | Tillamook County, Oregon | Oregon | United States | Concrete | Curved | T-Beam | Fixed | 0 | Continuous | 3 | 0 | 0 | 1937 | 0 | Unknown | Oregon State Highway Commission | 3 | 3 | 46 | 14.02 | 120 | 36.58 | 26 | 7.92 | https://historicbridges.org/oregon/shortsandcreek/little_shortsandcreek_7140_1_2v_small.jpg | https://historicbridges.org/oregon/shortsandcreek/little_shortsandcreek_7140_1_2v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/shortsandcreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.762180,-123.957240 | ||||||||||||||
| 6330 | Isthmus Slough Bridge | Newport Lane Bridge | This bridge is a double-leaf bascule bridge that also includes a fixed deck truss approach span next to the bascule span. The technical description of the main or most noteworthy span of the bridge is a 165 ft (50.29 m) metal rivet-connected Pratt deck truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Liesch and Tofte of Coos Bay, Oregon. The bridge was primarily designed by Conde Balcom McCullough (Oregon State Highway Commission). | 43.356520 | -124.193990 | Coos River Highway (Newport Lane) | Isthmus Slough | Coos Bay | Coos County, Oregon | Oregon | United States | Metal | Pratt | Rivet-Connected | Deck | Truss | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 10 | 35 | 1931 | 2011 | Liesch and Tofte of Coos Bay, Oregon | Conde Balcom McCullough (Oregon State Highway Commission) | 4 | 3 | 165 | 50.29 | 1757.8 | 535.78 | 27 | 8.23 | https://historicbridges.org/oregon/isthmusslough/little_isthmusslough_5263_4_5v_small.jpg | https://historicbridges.org/oregon/isthmusslough/little_isthmusslough_5263_4_5v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/isthmusslough/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.356520,-124.193990 | |||||
| 6331 | Bunker Hill Overcrossing | Bunker Hill Railroad Overpass | This is a good representative example of a state design grade separation bridge in Oregon. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete continuous t-beam, fixed. The bridge was primarily built by Mountain States Construction Company of Eugene, Oregon. The bridge was primarily designed by Glenn S. Paxson (Oregon State Highway Commission). | 43.355960 | -124.201400 | Coos River Highway (Newport Lane) | Railroad (Coos Bay Rail Link) | Coos Bay | Coos County, Oregon | Oregon | United States | Concrete | T-Beam | Fixed | 0 | Continuous | 3 | 0 | 0 | 1938 | 0 | Mountain States Construction Company of Eugene, Oregon | Glenn S. Paxson (Oregon State Highway Commission) | 2 | 2 | 50 | 15.24 | 150 | 45.72 | 26 | 7.92 | https://historicbridges.org/oregon/bunkerhillovercrossing/little_bunkerhillovercrossing_5320_1_2v_small.jpg | https://historicbridges.org/oregon/bunkerhillovercrossing/little_bunkerhillovercrossing_5320_1_2v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/bunkerhillovercrossing/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.355960,-124.201400 | ||||||||||||||
| 6332 | OR-99E Overpass | A representative example of a relatively early highway-over-highway overpass. The technical description of the main or most noteworthy span of the bridge is a 54 ft (16.46 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Unknown. | 44.631050 | -123.103010 | Pacific Boulevard (OR-99E) | 9th Avenue (US-20 Ramps) | Albany | Linn County, Oregon | Oregon | United States | Concrete | Curved | T-Beam | Fixed | 0 | Continuous | 3 | 0 | 0 | 1940 | 0 | Unknown | 2 | 2 | 54 | 16.46 | 140 | 42.67 | 50 | 15.24 | https://historicbridges.org/oregon/albany9thavenue/little_albany9thavenue_1627_small.jpg | https://historicbridges.org/oregon/albany9thavenue/little_albany9thavenue_1627.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/albany9thavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.631050,-123.103010 | |||||||||||||||
| 6333 | لینس ڈاؤن پل (Lansdowne Bridge) | A cantilever truss bridge with high levels of historic and engineering significance, this is perhaps one of the most unusual looking bridges on earth! The technical description of the main or most noteworthy span of the bridge is a 820 ft (249.94 m) metal cantilever through truss, fixed. The bridge was primarily built by Westwood, Baillie and Company of London, England. The bridge was primarily designed by Alexander Meadows Rendel. | 27.693896 | 68.888545 | Lansdowne Bridge Road | Indus River (Sindhu) | Sukkur (سکّھر) and Rohri (روہڑی) | Sukkur (سکّھر) and Rohri (روہڑی) | Sindh (سِندھ) | Pakistan (پاکِستان) | Metal | Through | Truss | Fixed | 0 | Cantilever | 3 | 0 | 0 | 1889 | 0 | Westwood, Baillie and Company of London, England | Alexander Meadows Rendel | 10 | 10 | 820 | 249.94 | 1208 | 368.2 | 0 | 0 | https://historicbridges.org/pakistan/lansdowne/little_3_small.jpg | https://historicbridges.org/pakistan/lansdowne/little_3.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pakistan/lansdowne/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.693896,68.888545 | ||||||||||||||
| 6334 | Julia Butler Hansen Bridge | Puget Island Bridge | This bridge is an impressive truss bridge with additional significance for association with Depression-era federal relief programs. The technical description of the main or most noteworthy span of the bridge is a 420 ft (128.02 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Poole and McGonigle Steel Company of Portland, Oregon. The bridge was primarily designed by Clark H. Eldridge and Ralph W. Finke of Olympia, Washington. | 46.196530 | -123.383550 | WA-409 | Columbia River | Cathlamet | Wahkiakum County, Washington | Washington | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 14 | 3 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 8 | 15 | 1939 | 1987 | Poole and McGonigle Steel Company of Portland, Oregon | Clark H. Eldridge and Ralph W. Finke of Olympia, Washington | 7 | 7 | 420 | 128.02 | 2615 | 797.05 | 20 | 6.1 | https://historicbridges.org/washington/pugetisland/little_7_small.jpg | https://historicbridges.org/washington/pugetisland/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/pugetisland/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.196530,-123.383550 | ||||||
| 6335 | Meeker Drive Bridge | This bridge is a representative example of a mid 20th century truss bridge in Washington State. The technical description of the main or most noteworthy span of the bridge is a 242 ft (73.76 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Washington Department of Highways. | 46.035490 | -122.856450 | Meeker Drive | Kalama River | Rural | Cowlitz County, Washington | Washington | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Pre-Stressed Concrete | Stringer (Multi-Beam) | Fixed | 0 | 3 | 1952 | 1971 | Unknown | Washington Department of Highways | 5 | 5 | 242 | 73.76 | 441 | 134.42 | 28 | 8.53 | https://historicbridges.org/washington/meekerdrive/main_small.jpg | https://historicbridges.org/washington/meekerdrive/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/meekerdrive/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.035490,-122.856450 | ||||||||||
| 6336 | Ocean Beach Highway Bridge | This concrete arch bridge is today in an unusual setting because it was abandoned when a new alignment at a lower level next to the bridge eliminated the need for a bridge completely. The technical description of the main or most noteworthy span of the bridge is a concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 46.186739 | -123.182988 | WA-4 (Abandoned Alignment) (Ocean Beach Highway) | Dry Gulch | Rural | Cowlitz County, Washington | Washington | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1930 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/washington/wa4drygulch/little_wa4drygulch_4619_small.jpg | https://historicbridges.org/washington/wa4drygulch/little_wa4drygulch_4619.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/wa4drygulch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.186739,-123.182988 | |||||||||||||||
| 6337 | Ocean Beach Highway Half-Viaduct | Today abandoned, the need for this half-viaduct, as well as a new one, was eliminated when a highway realignment lowered the road so that a structure was not needed. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. | 46.186315 | -123.185482 | WA-4 (Abandoned Alignment) (Ocean Beach Highway) | Cliff along Columbia River | Rural | Cowlitz County, Washington | Washington | United States | Concrete | Slab | Fixed | 0 | 0 | 0 | 0 | 1930 | 0 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/washington/wa4halfviaduct/little_wa4halfviaduct_4595_small.jpg | https://historicbridges.org/washington/wa4halfviaduct/little_wa4halfviaduct_4595.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/wa4halfviaduct/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.186315,-123.185482 | |||||||||||||||||
| 6338 | Barnhart Island Road Bridge | This is an outstanding and uncommon example of a mid-20th century riveted continuous through. The technical description of the main or most noteworthy span of the bridge is a 509 ft (155.14 m) metal continuous rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 44.995940 | -74.845090 | Barnhart Island Road | St. Lawrence River (Fleuve Saint-Laurent) South Channel | Rural | St. Lawrence County, New York | New York | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 0 | Continuous | 3 | 0 | 0 | 1956 | 1997 | Unknown | 7 | 7 | 509 | 155.14 | 1074 | 327.36 | 0 | 0 | https://historicbridges.org/newyork/barnhartisland/little_barnhartisland_5088_small.jpg | https://historicbridges.org/newyork/barnhartisland/little_barnhartisland_5088.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/barnhartisland/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.995940,-74.845090 | |||||||||||||
| 6339 | Massena Center Bridge | Designed by a famous suspension bridge engineer who was born in nearby Massena, this is a rare small-scale example of an early 20th Century suspension bridge. The technical description of the main or most noteworthy span of the bridge is a 400 ft (121.92 m) metal wire cable suspension, fixed. The bridge was primarily built by Eastern Steel Company of Pottsville, Pennsylvania and John A. Roebling Sons Company of Trenton, New Jersey. The bridge was primarily designed by Holton D. Robinson. | 44.959200 | -74.830430 | Massena - Massena Center Road (CR-42A) | Grasse River (Grass River) | Massena Center | St. Lawrence County, New York | New York | United States | Metal | Wire Cable | Suspension | Fixed | 0 | 3 | 0 | 0 | 1911 | 0 | Eastern Steel Company of Pottsville, Pennsylvania and John A. Roebling Sons Company of Trenton, New Jersey | Holton D. Robinson | 9 | 9 | 400 | 121.92 | 680 | 207.26 | 14 | 4.27 | https://historicbridges.org/newyork/massenacenter/little_massenacenter_5442_3_4vib_small.jpg | https://historicbridges.org/newyork/massenacenter/little_massenacenter_5442_3_4vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/massenacenter/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.959200,-74.830430 | |||||||||||||||
| 6340 | Boat O' Brig Road Bridge | This bridge is a representative example of a mid 20th century truss bridge in the UK, and is located at the site of a historic suspension bridge. The technical description of the main or most noteworthy span of the bridge is a metal bolt-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 57.550519 | -3.140664 | B9103 | River Spey | Fochabers | Moray, Scotland | Scotland | United Kingdom | Metal | Parker | Bolt-Connected | Through | Truss | Fixed | 0 | 1 | 0 | 0 | 1956 | 0 | Unknown | 4 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/unitedkingdom/boatobrighighway/little_boatobrighighway_4090_small.jpg | https://historicbridges.org/unitedkingdom/boatobrighighway/little_boatobrighighway_4090.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/boatobrighighway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=57.550519,-3.140664 | ||||||||||||||
| 6341 | Boat O' Brig Railway Bridge | Spey (Orton) Viaduct, Bridge of Spey | This 1906 truss bridge uses the approach and substructure of a previous 1858 bridge. The technical description of the main or most noteworthy span of the bridge is a 250 ft (76.2 m) metal rivet-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Head Wrightson of Thornaby-on-Tees, England. The bridge was primarily designed by William Roberts. | 57.551060 | -3.140187 | Railroad (Highland Railway) | River Spey | Fochabers | Moray, Scotland | Scotland | United Kingdom | Metal | Whipple (Double-Intersection Pratt) | Rivet-Connected | Through | Truss | Fixed | 17 | 1 | Stone | Segmental | Deck | Arch | Fixed | 0 | 7 | 1906 | 0 | Head Wrightson of Thornaby-on-Tees, England | William Roberts | 6 | 6 | 250 | 76.2 | 635 | 193.55 | 0 | 0 | https://historicbridges.org/unitedkingdom/boatobrigrailway/little_boatobrigrailway_4054_5_6v_small.jpg | https://historicbridges.org/unitedkingdom/boatobrigrailway/little_boatobrigrailway_4054_5_6v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/boatobrigrailway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=57.551060,-3.140187 | |||||||
| 6342 | St. Nicholas Street Bridge | This beautiful cast iron arch bridge was widened on one side at a later date with riveted arch ribs. The technical description of the main or most noteworthy span of the bridge is a 62 ft (18.9 m) metal hingeless deck arch, fixed. The bridge was primarily built by Abbot and Company of Gateshead, England. | 54.968910 | -1.610973 | Railroad (East Coast Main Line, London North Eastern Railway) | St. Nicholas Street (B1307) | Newcastle upon Tyne | North East, England | England | United Kingdom | Metal | Hingeless | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1848 | 1890 | Abbot and Company of Gateshead, England | 7 | 7 | 62 | 18.9 | 62 | 18.9 | 0 | 0 | https://historicbridges.org/unitedkingdom/stnicholasstreetrail/little_stnicholasstreetrail_5630_small.jpg | https://historicbridges.org/unitedkingdom/stnicholasstreetrail/little_stnicholasstreetrail_5630.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/stnicholasstreetrail/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=54.968910,-1.610973 | |||||||||||||||
| 6343 | Royal Tweed Bridge | This concrete arch bridge is noted for association with an important engineering firm, and for its record-breaking span length when completed. The technical description of the main or most noteworthy span of the bridge is a 356 ft (108.51 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Holloway Brothers of London, England. The bridge was primarily designed by L G Mouchel and Partners. | 55.768560 | -2.009030 | A1167 | River Tweed | Berwick-upon-Tweed | North East, England | England | United Kingdom | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 4 | 0 | 0 | 1928 | 0 | Holloway Brothers of London, England | L G Mouchel and Partners | 7 | 7 | 356 | 108.51 | 1410 | 429.77 | 0 | 0 | https://historicbridges.org/unitedkingdom/berwickconcrete/little_berwickconcrete_8606_7_8v_small.jpg | https://historicbridges.org/unitedkingdom/berwickconcrete/little_berwickconcrete_8606_7_8v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/berwickconcrete/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=55.768560,-2.009030 | ||||||||||||||
| 6344 | ! | Munson Road Bridge | This abandoned multi-span example of a through truss built by a noteworthy in-state bridge builder is at severe risk for collapse. The technical description of the main or most noteworthy span of the bridge is a 115 ft (35.05 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. Special note about bridge location: The easiest way to reach this bridge is from the west. | 44.865442 | -74.779214 | Munson Road | St. Regis River | Rural | St. Lawrence County, New York | New York | United States | The easiest way to reach this bridge is from the west. | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 2 | 0 | 0 | 1893 | 0 | Groton Bridge Company of Groton, New York | 7 | 7 | 115 | 35.05 | 230 | 70.1 | 13 | 3.96 | https://historicbridges.org/newyork/munsonroad/little_munsonroad_6225_small.jpg | https://historicbridges.org/newyork/munsonroad/little_munsonroad_6225.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/munsonroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.865442,-74.779214 | ||||||||||||
| 6346 | Helena Bridge | This bridge is an early and outstanding example of a unique, ornamental bridge design built by the Canton Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 140.8 ft (42.92 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. | 44.922490 | -74.726470 | CR-37 (Massena-Helena Road) | St. Regis River | Helena | St. Lawrence County, New York | New York | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 9 | 2 | 0 | 0 | 1900 | 0 | Canton Bridge Company of Canton, Ohio | 8 | 8 | 140.8 | 42.92 | 292 | 89 | 15 | 4.57 | https://historicbridges.org/newyork/helena/little_helena_5757_8_9vikb_small.jpg | https://historicbridges.org/newyork/helena/little_helena_5757_8_9vikb.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/helena/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.922490,-74.726470 | ||||||||||||||
| 6347 | Depot Street Bridge | This bridge is a good representative example of a state standard riveted through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 144.7 ft (44.1 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by New York State Department of Public Works. | 44.919730 | -74.722420 | Depot Street | Deer River | Helena | St. Lawrence County, New York | New York | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1931 | 0 | Unknown | New York State Department of Public Works | 6 | 5 | 144.7 | 44.1 | 149 | 45.42 | 24 | 7.32 | https://historicbridges.org/newyork/helenadepot/little_helenadepot_5844_5_6vib_small.jpg | https://historicbridges.org/newyork/helenadepot/little_helenadepot_5844_5_6vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/helenadepot/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.919730,-74.722420 | |||||||||||||
| 6348 | Traffic Circle Road Bridge | Rooseveltown Bridge | This is a very unusual welded truss bridge. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal welded Pratt through truss, fixed. The bridge was primarily built by Unknown. | 44.978820 | -74.733050 | Traffic Circle Road | Raquette River | Rooseveltown | St. Lawrence County, New York | New York | United States | Metal | Pratt | Welded | Through | Truss | Fixed | 0 | 2 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1934 | 1965 | Unknown | 5 | 5 | 150 | 45.72 | 383 | 116.74 | 19 | 5.79 | https://historicbridges.org/newyork/trafficcircleroad/little_trafficcircleroad_4977_small.jpg | https://historicbridges.org/newyork/trafficcircleroad/little_trafficcircleroad_4977.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/trafficcircleroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.978820,-74.733050 | ||||||||||
| 6349 | Rooseveltown Railroad Bridge | This is a beautiful and intact pin-connected railroad truss bridge. The technical description of the main or most noteworthy span of the bridge is a 155 ft (47.24 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 44.978854 | -74.732924 | Railroad (CSX) | Raquette River | Rooseveltown | St. Lawrence County, New York | New York | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 2 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 155 | 47.24 | 310 | 94.49 | 11 | 3.35 | https://historicbridges.org/newyork/trafficcirclerailroad/little_trafficcirclerailroad_4779_small.jpg | https://historicbridges.org/newyork/trafficcirclerailroad/little_trafficcirclerailroad_4779.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/trafficcirclerailroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.978854,-74.732924 | ||||||||||||||
| 6350 | Elm Ridge Road Bridge | Anstead Bridge | This abandoned bridge is an extremely rare lenticular truss bridge with details unusual even among other lenticular truss bridges. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal pin-connected Lenticular through truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. | 44.111270 | -75.782810 | Elm Ridge Road (Abandoned Alignment | Indian River | Evans Mills | Jefferson County, New York | New York | United States | Metal | Lenticular | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1884 | 0 | Berlin Iron Bridge Company of East Berlin, Connecticut | 9 | 9 | 110 | 33.53 | 110 | 33.53 | 0 | 0 | https://historicbridges.org/newyork/elmridge/little_297b_small.jpg | https://historicbridges.org/newyork/elmridge/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/elmridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.111270,-75.782810 | |||||||||||||
| 6351 | NY-131 Grasse River Bridge | This is a good, multi-span example of a variable depth deck plate girder bridge with a cantilever pin and hanger design. The technical description of the main or most noteworthy span of the bridge is a 122.7 ft (37.4 m) metal cantilever pin and hanger Variable Depth deck girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by New York State Department of Public Works. | 44.954030 | -74.839070 | NY-131 | Grasse River (Grass River) | Massena | St. Lawrence County, New York | New York | United States | Metal | Variable Depth | Pin and Hanger | Deck | Girder | Fixed | 0 | Cantilever | 5 | 0 | 0 | 1956 | 0 | Unknown | New York State Department of Public Works | 5 | 5 | 122.7 | 37.4 | 614 | 187.15 | 36 | 10.97 | https://historicbridges.org/newyork/ny131/little_ny131_5319_20_21vib_small.jpg | https://historicbridges.org/newyork/ny131/little_ny131_5319_20_21vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ny131/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.954030,-74.839070 | ||||||||||||
| 6352 | Ekey Road Bridge | This small Pratt pony truss has counters in each of its two center panels giving it an appearance like a double-Warren truss bridge. The technical description of the main or most noteworthy span of the bridge is a 67 ft (20.42 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. | 44.775540 | -75.051410 | Ekey Road | Trout Brook | Rural | St. Lawrence County, New York | New York | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 1895 | 0 | Groton Bridge Company of Groton, New York | 7 | 7 | 67 | 20.42 | 68 | 20.73 | 12 | 3.66 | https://historicbridges.org/newyork/ekeyroad/little_ekeyroad_7104_small.jpg | https://historicbridges.org/newyork/ekeyroad/little_ekeyroad_7104.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ekeyroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.775540,-75.051410 | ||||||||||||||
| 6353 | Redwater Brook Bridge | Burke Hollow Road Bridge | This long abandoned bridge has an unusual appearance due to its arrangement of the top chord, consisting of two angles and cover plate only. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. | 44.834170 | -74.666660 | Burke Hollow Road | Redwater Brook | Rural | St. Lawrence County, New York | New York | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/burkehollowroadsouth/little_burkehollowroadsouth_5901_small.jpg | https://historicbridges.org/newyork/burkehollowroadsouth/little_burkehollowroadsouth_5901.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/burkehollowroadsouth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.834170,-74.666660 | |||||||||||||
| 6354 | Dry Bridge Road Bridge | This is a timber stringer overpass bridge resting on stone abutments. The technical description of the main or most noteworthy span of the bridge is a 19.7 ft (6 m) wood stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 44.739910 | -74.987490 | Dry Bridge Road | Railroad (CSX) | Norwood | St. Lawrence County, New York | New York | United States | Wood | Stringer (Multi-Beam) | Fixed | 0 | 5 | 0 | 0 | 1900 | 1970 | Unknown | 5 | 5 | 19.7 | 6 | 80.7 | 24.6 | 15.7 | 4.79 | https://historicbridges.org/newyork/drybridgeroad/little_drybridgeroad_6303_4_5vikb_small.jpg | https://historicbridges.org/newyork/drybridgeroad/little_drybridgeroad_6303_4_5vikb.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/drybridgeroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.739910,-74.987490 | |||||||||||||||||
| 6355 | Ledges Road Bridge | This pony truss is an example of an unusual standard design welded truss found only in New York State. The technical description of the main or most noteworthy span of the bridge is a 61.7 ft (18.81 m) metal welded Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Unknown. | 44.275520 | -75.977060 | Ledges Road | Mullet Creek | Rural | Jefferson County, New York | New York | United States | Metal | Double-Intersection Warren | Welded | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 2002 | Unknown | 5 | 5 | 61.7 | 18.81 | 70 | 21.34 | 21.7 | 6.61 | https://historicbridges.org/newyork/ledgesroad/little_ledgesroad_7839_40_41vib_small.jpg | https://historicbridges.org/newyork/ledgesroad/little_ledgesroad_7839_40_41vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ledgesroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.275520,-75.977060 | ||||||||||||||
| 6356 | Lafayette Spring Street Bridge | This is an impressive and rare surviving example of a Melan type concrete arch bridge, and is associated with a noted engineer. The technical description of the main or most noteworthy span of the bridge is a 136.8 ft (41.7 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Kirk, Raleigh, and Company of Syracuse, New York. The bridge was primarily designed by Concrete-Steel Engineering Company of New York, New York and William Mueser. | 44.690170 | -75.493790 | Lafayette Street and Spring Street | Oswegatchie River | Ogdensburg | St. Lawrence County, New York | New York | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 3 | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 1916 | 1994 | Kirk, Raleigh, and Company of Syracuse, New York | Concrete-Steel Engineering Company of New York, New York and William Mueser | 8 | 8 | 136.8 | 41.7 | 597 | 181.97 | 30 | 9.14 | https://historicbridges.org/newyork/ogdensburgarch/little_ogdensburgarch_7422_3_4vib_small.jpg | https://historicbridges.org/newyork/ogdensburgarch/little_ogdensburgarch_7422_3_4vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ogdensburgarch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.690170,-75.493790 | |||||||||
| 6357 | Madrid Stone Bridge | This nice looking stone arch bridge, noted for its long, multi-span configuration, has been rehabilitated. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) stone Segmental deck arch, fixed. The bridge was primarily built by M. L. and M. A. Cleveland of Watertown, New York. The bridge was primarily designed by Hinds and Hodgkins of Watertown, New York. | 44.747210 | -75.130830 | NY-345 (Bridge Street) | Grasse River (Grass River) | Madrid | St. Lawrence County, New York | New York | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 9 | 0 | 0 | 1882 | 2009 | M. L. and M. A. Cleveland of Watertown, New York | Hinds and Hodgkins of Watertown, New York | 7 | 7 | 45 | 13.72 | 403 | 122.83 | 22 | 6.71 | https://historicbridges.org/newyork/madrid/little_madrid_7143_small.jpg | https://historicbridges.org/newyork/madrid/little_madrid_7143.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/madrid/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.747210,-75.130830 | ||||||||||||||
| 6358 | Massena Railroad Truss Bridge | Massena Rail-Trail Bridge | This is the more unusual and more significant of two railroad bridges that sit beside each other at this location. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Double-Intersection Warren deck truss, fixed. The bridge was primarily built by Unknown. | 44.934670 | -74.876660 | Railroad (Rail-Trail) | Grasse River (Grass River) | Massena | St. Lawrence County, New York | New York | United States | Metal | Double-Intersection Warren | Rivet-Connected | Deck | Truss | Fixed | 7 | 4 | Metal | Deck | Girder | Fixed | 0 | 0 | 1900 | 0 | Unknown | 7 | 7 | 100 | 30.48 | 500 | 152.4 | 0 | 0 | https://historicbridges.org/newyork/massenarrtruss/little_massenarrtruss_5538_39_40vib_small.jpg | https://historicbridges.org/newyork/massenarrtruss/little_massenarrtruss_5538_39_40vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/massenarrtruss/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.934670,-74.876660 | |||||||||
| 6359 | Massena Railroad Girder Bridge | This plate girder bridge, noted for one of its spans being made of aluminum, sits next to a historic truss bridge, but crosses the river at a higher level, resulting in a nearby highway overpass bridge, included on this page. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal (aluminum) deck girder, fixed. The bridge was primarily built by Alcoa Corporation of Pittsburgh, Pennsylvania and Bethlehem Steel Company of Bethlehem, Pennsylvania. | 44.934700 | -74.876350 | Railroad (Massena Terminal Railroad) | Grasse River (Grass River) | Massena | St. Lawrence County, New York | New York | United States | Metal (Aluminum) | Deck | Girder | Fixed | 0 | 7 | Metal | Through | Girder | Fixed | 0 | 1 | 1945 | 0 | Alcoa Corporation of Pittsburgh, Pennsylvania and Bethlehem Steel Company of Bethlehem, Pennsylvania | 8 | 8 | 100 | 30.48 | 925 | 281.94 | 0 | 0 | https://historicbridges.org/newyork/massenarrgirder/little_massenarrgirder_5628_small.jpg | https://historicbridges.org/newyork/massenarrgirder/little_massenarrgirder_5628.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/massenarrgirder/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.934700,-74.876350 | ||||||||||||
| 6360 | Norwood Railroad Bridge | Ogdensburg Railroad Bridge Number 80 | This is an notable example of a lattice deck truss railroad bridge. The technical description of the main or most noteworthy span of the bridge is a 132 ft (40.23 m) metal rivet-connected Lattice (Quadruple Warren) deck truss, fixed. The bridge was primarily built by Hawkins Bridge Company and Vermont Construction Company of St. Albans, Vermont. | 44.748260 | -75.006490 | Railroad (New York and Ogdensburg Railway) | Raquette River | Norwood | St. Lawrence County, New York | New York | United States | Metal | Lattice (Quadruple Warren) | Rivet-Connected | Deck | Truss | Fixed | 0 | 2 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1885 | 1898 | Hawkins Bridge Company and Vermont Construction Company of St. Albans, Vermont | 8 | 8 | 132 | 40.23 | 276.2 | 84.19 | 12 | 3.66 | https://historicbridges.org/newyork/nnylattice/little_mainb_small.jpg | https://historicbridges.org/newyork/nnylattice/little_mainb.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/nnylattice/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.748260,-75.006490 | ||||||||||
| 6361 | Corporal Michael F. Folland Memorial Bridge | This is a good, complete example of a concrete arch bridge with good aesthetic qualities. The technical description of the main or most noteworthy span of the bridge is a 134.8 ft (41.09 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by T. A. Loving Company of Goldsboro, North Carolina. | 37.794810 | -79.996440 | US-60 (Midland Trail, Monroe Avenue) | Jackson River | Covington | Alleghany County, Virginia and Covington Independent City, Virginia | Virginia | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1929 | 0 | T. A. Loving Company of Goldsboro, North Carolina | 7 | 7 | 134.8 | 41.09 | 394 | 120.09 | 23 | 7.01 | https://historicbridges.org/virginia/covingtonarchbridge/little_covingtonarchbridges_2032_3_4vibra_small.jpg | https://historicbridges.org/virginia/covingtonarchbridge/little_covingtonarchbridges_2032_3_4vibra.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/covingtonarchbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.794810,-79.996440 | |||||||||||||||
| 6362 | Humphreys Gap Bridge | This is a later example of a style of overpass bridge that first saw popular usage in the 1930s. The technical description of the main or most noteworthy span of the bridge is a 77.8 ft (23.71 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 37.740940 | -79.302970 | Blue Ridge Parkway | US-60 | Rural | Amherst County, Virginia | Virginia | United States | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1959 | 0 | Unknown | 4 | 4 | 77.8 | 23.71 | 77.8 | 23.71 | 30.8 | 9.39 | https://historicbridges.org/virginia/humphreysgapus60/little_humphreysgapus60blueridgepkwy_2959_60_61vibra_small.jpg | https://historicbridges.org/virginia/humphreysgapus60/little_humphreysgapus60blueridgepkwy_2959_60_61vibra.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/humphreysgapus60/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.740940,-79.302970 | |||||||||||||||
| 6363 | Fletcher Chapel Road Bridge | This unusual truss bridge is abandoned and without a deck, and for people driving on the nearby highway, it is the only evidence there was ever a road here. The technical description of the main or most noteworthy span of the bridge is a 88 ft (26.82 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 37.808530 | -80.068790 | Fletcher Chapel Road (VA-660) | Ogle Creek | Rural | Alleghany County, Virginia | Virginia | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 88 | 26.82 | 88 | 26.82 | 15.3 | 4.66 | https://historicbridges.org/virginia/oglecreekbridge/little_oglecreekbridge_2245_small.jpg | https://historicbridges.org/virginia/oglecreekbridge/little_oglecreekbridge_2245.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/oglecreekbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.808530,-80.068790 | ||||||||||||||
| 6364 | Penvir Road Bridge | This bridge is a traditional pin-connected Pratt truss bridge. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 37.297120 | -80.877200 | Penvir Road | Wolf Creek (VA-673) | Rural | Giles County, Virginia | Virginia | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 0 | 0 | Unknown | 7 | 7 | 100 | 30.48 | 179 | 54.56 | 11.2 | 3.41 | https://historicbridges.org/virginia/penvirbridge/little_penvirbridge_0194_5_6vibra_small.jpg | https://historicbridges.org/virginia/penvirbridge/little_penvirbridge_0194_5_6vibra.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/penvirbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.297120,-80.877200 | |||||||||||
| 6366 | Plunkett Road Bridge | This is one of the last known surviving examples of a truss bridge built using the unusual tapered vertical members of the Roanoke Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 54 ft (16.46 m) metal pin-connected Queenpost pony truss, fixed. The bridge was primarily built by Roanoke Bridge Company of Roanoke, Virginia. | 38.224890 | -78.520770 | Plunkett Road (CR-603) | Lynch River | Rural | Albemarle County, Virginia | Virginia | United States | Metal | Queenpost | Pin-Connected | Pony | Truss | Fixed | 3 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 0 | 1917 | 0 | Roanoke Bridge Company of Roanoke, Virginia | 8 | 8 | 54 | 16.46 | 84 | 25.6 | 14 | 4.27 | https://historicbridges.org/virginia/plunkettroadbridge/little_plunkettroadbridge_3658_59_60vibra_small.jpg | https://historicbridges.org/virginia/plunkettroadbridge/little_plunkettroadbridge_3658_59_60vibra.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/plunkettroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.224890,-78.520770 | |||||||||||
| 6367 | Darby Creek Railroad Bridges | Two rare Strauss vertical overhead counterweight bascule bridges sit next to each other at this location. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal through girder, movable: single leaf bascule, Strauss Trunnion. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. | 39.864940 | -75.313240 | Railroad (Conrail, Former Pennsylvania Railroad) | Darby Creek | Ridley Park and Essington | Delaware County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Movable: Single Leaf Bascule | Strauss Trunnion | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 5 | 1917 | 0 | Bethlehem Steel Company of Bethlehem, Pennsylvania | Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois | 8 | 8 | 50 | 15.24 | 283 | 86.26 | 0 | 0 | https://historicbridges.org/pennsylvania/darbycreekbasculerrbridges/little_darbycreekbasculerrbridges12_small.jpg | https://historicbridges.org/pennsylvania/darbycreekbasculerrbridges/little_darbycreekbasculerrbridges12.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/darbycreekbasculerrbridges/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.864940,-75.313240 | ||||||||||
| 6368 | Robert A Briant Sr. Memorial Bridge | This bridge is an example of a patented variety of fixed trunnion bascule bridge, also noted for its approach span system. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal deck girder, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Unknown. The bridge was primarily designed by Ash, Howard, Needles, and Tammen of New York, New York. | 40.185370 | -74.023620 | NJ-71 | Shark River | Belmar and Avon-by-the-Sea | Monmouth County, New Jersey | New Jersey | United States | Metal | Deck | Girder | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 9 | 1932 | 1989 | Unknown | Ash, Howard, Needles, and Tammen of New York, New York | 7 | 7 | 90 | 27.43 | 860 | 262.13 | 50 | 15.24 | https://historicbridges.org/newjersey/sharkriverrt71/little_sharkriverrt7123_small.jpg | https://historicbridges.org/newjersey/sharkriverrt71/little_sharkriverrt7123.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/sharkriverrt71/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.185370,-74.023620 | ||||||||||
| 6369 | Ocean Avenue Bridge | This bridge is an altered example of a patented variety of fixed trunnion bascule bridge, also noted for its approach span system. The technical description of the main or most noteworthy span of the bridge is a 112 ft (34.14 m) metal Variable Depth deck girder, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Unknown. The bridge was primarily designed by Ash, Howard, Needles, and Tammen of New York, New York. | 40.187510 | -74.010160 | Ocean Avenue (CR-18) | Shark River | Belmar and Avon-by-the-Sea | Monmouth County, New Jersey | New Jersey | United States | Metal | Variable Depth | Deck | Girder | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Metal | Variable Depth | Deck | Girder | Fixed | 0 | 4 | 1932 | 1987 | Unknown | Ash, Howard, Needles, and Tammen of New York, New York | 4 | 3 | 112 | 34.14 | 339 | 103.33 | 40 | 12.19 | https://historicbridges.org/newjersey/sharkriveroceanavenue/little_sharkriveroceanave5_small.jpg | https://historicbridges.org/newjersey/sharkriveroceanavenue/little_sharkriveroceanave5.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/sharkriveroceanavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.187510,-74.010160 | ||||||||
| 6370 | Shark River Railroad Bridge | This is a wide, double-track example of a plate girder rolling lift bascule bridge. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal through girder, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Unknown. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. | 40.184630 | -74.025880 | Railroad (New Jersey Transit) | Shark River | Belmar and Avon-by-the-Sea | Monmouth County, New Jersey | New Jersey | United States | Metal | Through | Girder | Movable: Single Leaf Bascule | Rolling Lift | 0 | 1 | Metal | Through | Girder | Fixed | 0 | 0 | 1937 | 0 | Unknown | Scherzer Rolling Lift Bridge Company of Chicago, Illinois | 7 | 7 | 75 | 22.86 | 544 | 165.81 | 0 | 0 | https://historicbridges.org/newjersey/sharkrivernjt/little_sharkrivernjt37_small.jpg | https://historicbridges.org/newjersey/sharkrivernjt/little_sharkrivernjt37.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/sharkrivernjt/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.184630,-74.025880 | ||||||||||
| 6371 | Wreck Pond Bridge | This attractive arch bridge retains good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 41 ft (12.5 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Owen J. Melee of Long Branch, New Jersey. The bridge was primarily designed by John T. Simpson of Newark, New Jersey. | 40.138650 | -74.028510 | 1st Avenue | Wreck Pond | Sea Girt | Monmouth County, New Jersey | New Jersey | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1916 | 0 | Owen J. Melee of Long Branch, New Jersey | John T. Simpson of Newark, New Jersey | 6 | 6 | 41 | 12.5 | 41 | 12.5 | 36 | 10.97 | https://historicbridges.org/newjersey/seagirtwreckpondbrookfirstave/little_seagirtwreckpondbrookfirstave4_small.jpg | https://historicbridges.org/newjersey/seagirtwreckpondbrookfirstave/little_seagirtwreckpondbrookfirstave4.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/seagirtwreckpondbrookfirstave/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.138650,-74.028510 | ||||||||||||||
| 6373 | Florence Bridge | This vertical lift bridge is also noted for its long, impressive series of fixed through truss spans. The technical description of the main or most noteworthy span of the bridge is a 215 ft (65.53 m) metal rivet-connected Parker through truss, movable: vertical lift. The bridge was primarily built by Illinois Steel Bridge Company of Jacksonville, Illinois. | 39.632650 | -90.607710 | IL-100 and IL-106 (Old US-36) | Illinois River | Florence | Pike County, Illinois and Scott County, Illinois | Illinois | United States | Metal | Parker | Rivet-Connected | Through | Truss | Movable: Vertical Lift | 10 | 1 | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 10 | 37 | 1929 | 2004 | Illinois Steel Bridge Company of Jacksonville, Illinois | 7 | 7 | 215 | 65.53 | 3177.3 | 968.44 | 23 | 7.01 | https://historicbridges.org/illinois/florence/little_florence_2807_8_9b_small.jpg | https://historicbridges.org/illinois/florence/little_florence_2807_8_9b.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/florence/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.632650,-90.607710 | ||||||||
| 6374 | Iron Bridge Road Bridge | This traditional Pratt truss bridge has been bypassed and abandoned, and appears to be at risk for flood damage. The technical description of the main or most noteworthy span of the bridge is a 112 ft (34.14 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 40.097460 | -88.989310 | Iron Bridge Road (North 830 East Road) | Salt Creek | Rural | DeWitt County, Illinois | Illinois | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 112 | 34.14 | 112 | 34.14 | 12 | 3.66 | https://historicbridges.org/illinois/ironbridgeroadbridge/little_ironbridgeroadbridge_8738_39_40v_small.jpg | https://historicbridges.org/illinois/ironbridgeroadbridge/little_ironbridgeroadbridge_8738_39_40v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/ironbridgeroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.097460,-88.989310 | ||||||||||||||
| 6375 | Meyers Road Bridge | This rare pin-connected Camelback truss bridge sits in an abandoned state. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by Unknown. | 39.820430 | -89.252460 | Meyers Road | Sangamon River (Old Channel) | Rural | Christian County, Illinois and Sangamon County, Illinois | United States | Metal | Camelback | Pin-Connected | Through | Truss | Fixed | 9 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | Unknown | 7 | 8 | 160 | 48.77 | 170 | 51.82 | 15 | 4.57 | https://historicbridges.org/illinois/meyersroadbridge/little_meyersroadbridge_8978_79_80b_small.jpg | https://historicbridges.org/illinois/meyersroadbridge/little_meyersroadbridge_8978_79_80b.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/meyersroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.820430,-89.252460 | ||||||||||||
| 6376 | Woodlawn Cemetery Bridge | This bridge is a rare example of a style of lightweight bridge that is composed of rolled angles forming a Double-Warren pony truss. The technical description of the main or most noteworthy span of the bridge is a 39 ft (11.89 m) metal rivet-connected Double-Intersection Warren bedstead pony truss, fixed. The bridge was primarily built by Unknown. | 40.160910 | -88.964660 | Cemetery Road | 10 Mile Creek | Clinton | DeWitt County, Illinois | Illinois | United States | Metal | Double-Intersection Warren | Rivet-Connected | Bedstead Pony | Truss | Fixed | 10 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | Unknown | 7 | 7 | 39 | 11.89 | 68 | 20.73 | 12 | 3.66 | https://historicbridges.org/illinois/clintonwoodlawn/little_clintonwoodlawn_8714_5_6v_small.jpg | https://historicbridges.org/illinois/clintonwoodlawn/little_clintonwoodlawn_8714_5_6v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/clintonwoodlawn/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.160910,-88.964660 | |||||||||||
| 6377 | Swisher Hill Road Bridge | This bridge is a traditional example of a pin-connected Pratt truss bridge. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 40.223030 | -88.821240 | Swisher Hill Road (TR-188, 1705 East Road | North Fork Salt Creek | Rural | DeWitt County, Illinois | Illinois | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1911 | 1987 | Unknown | 7 | 7 | 100 | 30.48 | 104 | 31.7 | 14 | 4.27 | https://historicbridges.org/illinois/dewitt1705/little_dewitt1705_8492_3_4v_small.jpg | https://historicbridges.org/illinois/dewitt1705/little_dewitt1705_8492_3_4v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/dewitt1705/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.223030,-88.821240 | ||||||||||||||
| 6378 | Cascades Roadway Culvert | Cascade Stone Bridge | The small undeveloped road that meanders down into the valley that the larger Cascade Bridge passes over features this tiny stone culvert. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 40.781900 | -91.099060 | Cascades Roadway | Cascade Ravine Drain | Burlington | Des Moines County, Iowa | Iowa | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/iowa/cascadestonebridge/little_cascadestonebridge_0370_1_2b_small.jpg | https://historicbridges.org/iowa/cascadestonebridge/little_cascadestonebridge_0370_1_2b.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/cascadestonebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.781900,-91.099060 | ||||||||||||||
| 6379 | Maryland Street Bridge | Once nobody would have paid attention to a tiny pony truss like this, until fate turned it into the only highway truss bridge in the city. The technical description of the main or most noteworthy span of the bridge is a 32.2 ft (9.81 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 39.447440 | -91.046690 | Maryland Street | Town Creek | Louisiana | Pike County, Missouri | Missouri | United States | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 1920 | 0 | Unknown | 4 | 6 | 32.2 | 9.81 | 33 | 10.06 | 11.5 | 3.51 | https://historicbridges.org/missouri/marylandstreetbridge/little_marylandstreetbridge_3680_1_2v_small.jpg | https://historicbridges.org/missouri/marylandstreetbridge/little_marylandstreetbridge_3680_1_2v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/marylandstreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.447440,-91.046690 | ||||||||||||||
| 6380 | North Street Footbridge | North Street Sidewalk Bridge | This simple footbridge appears to have railings and perhaps other parts salvaged from another bridge. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Illinois Steel Bridge Company of Jacksonville, Illinois. | 39.421310 | -89.460890 | North Street (Sidewalk) | Tributary to Bear Creek | Morrisonville | Christian County, Illinois | Illinois | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 0 | 0 | 0 | 0 | Illinois Steel Bridge Company of Jacksonville, Illinois | 1 | 2 | 0 | 0 | 45 | 13.72 | 0 | 0 | https://historicbridges.org/illinois/morrisonville/little_morrisonville_6295_small.jpg | https://historicbridges.org/illinois/morrisonville/little_morrisonville_6295.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/morrisonville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.421310,-89.460890 | ||||||||||||||||
| 6381 | Lick Creek Railroad Bridge | This rare multi-span lattice deck truss is a surprising find over this small creek. The technical description of the main or most noteworthy span of the bridge is a 123 ft (37.49 m) metal rivet-connected Lattice (Quadruple Warren) deck truss, fixed. The bridge was primarily built by Alden and Lassig Bridge and Iron Works of Chicago, Illinois. | 39.699050 | -89.761230 | Railroad (Chicago and North Western Railroad) | Lick Creek | Rural | Sangamon County, Illinois | Illinois | United States | Metal | Lattice (Quadruple Warren) | Rivet-Connected | Deck | Truss | Fixed | 0 | 3 | Concrete | Deck | Girder | Fixed | 0 | 2 | 1883 | 1921 | Alden and Lassig Bridge and Iron Works of Chicago, Illinois | 8 | 9 | 123 | 37.49 | 425 | 129.54 | 0 | 0 | https://historicbridges.org/illinois/lickcreekrr/little_lickcreekrr_6937_8_9f_small.jpg | https://historicbridges.org/illinois/lickcreekrr/little_lickcreekrr_6937_8_9f.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/lickcreekrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.699050,-89.761230 | ||||||||||
| 6382 | Sea Mountain Highway Bridge | This bridge is one of two operable swing bridges in the area, and it retains good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 216 ft (65.84 m) metal rivet-connected Warren through truss, movable: swing. The bridge was primarily built by Unknown. | 33.851790 | -78.656350 | Sea Mountain Highway (S-26-20, Old US-17) | Intracoastal Waterway | Little River | Horry County, South Carolina | South Carolina | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Swing | 0 | 1 | Concrete | T-Beam | Fixed | 0 | 1 | 1935 | 2006 | Unknown | 7 | 8 | 216 | 65.84 | 264 | 80.47 | 24.3 | 7.41 | https://historicbridges.org/southcarolina/seamountainhwyswing/little_horrycountyseamountainhwyswing14_small.jpg | https://historicbridges.org/southcarolina/seamountainhwyswing/little_horrycountyseamountainhwyswing14.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=southcarolina/seamountainhwyswing/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.851790,-78.656350 | |||||||||||
| 6383 | Dick Pond Road Bridge | This bridge is one of two operable swing bridges in the area, and it retains good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 217 ft (66.14 m) metal rivet-connected Warren through truss, movable: swing. The bridge was primarily built by Unknown. | 33.687310 | -79.004550 | Dick Pond Road (S-26-616) | Intracoastal Waterway | Socastee | Horry County, South Carolina | South Carolina | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Swing | 0 | 1 | Concrete | T-Beam | Fixed | 0 | 2 | 1935 | 0 | Unknown | 7 | 8 | 217 | 66.14 | 297 | 90.53 | 24.3 | 7.41 | https://historicbridges.org/southcarolina/dickpondroadswing/little_horryctydickpondrdswing25_small.jpg | https://historicbridges.org/southcarolina/dickpondroadswing/little_horryctydickpondrdswing25.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=southcarolina/dickpondroadswing/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.687310,-79.004550 | |||||||||||
| 6384 | Intracoastal Waterway Drawbridge | This bridge was first designed to be able to carry a railroad track and a highway, making it a wide example of a plate girder bascule bridge. The technical description of the main or most noteworthy span of the bridge is a 107 ft (32.61 m) metal through girder, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Unknown. | 33.714570 | -78.921680 | Railroad (Carolina Southern Railroad) | Intracoastal Waterway | Myrtle Beach | Horry County, South Carolina | South Carolina | United States | Metal | Through | Girder | Movable: Single Leaf Bascule | Rolling Lift | 0 | 1 | 0 | 0 | 1936 | 0 | Unknown | 7 | 7 | 107 | 32.61 | 360 | 109.73 | 33 | 10.06 | https://historicbridges.org/southcarolina/intracoastalrrdrawbridge/little_horrycountyrrdrawbridge17_small.jpg | https://historicbridges.org/southcarolina/intracoastalrrdrawbridge/little_horrycountyrrdrawbridge17.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=southcarolina/intracoastalrrdrawbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.714570,-78.921680 | |||||||||||||||
| 6385 | 6th Street Bridge | New Hanover County Bridge 33 | This bridge is noted for its skew and as a good representative example of a riveted Pratt truss. The technical description of the main or most noteworthy span of the bridge is a 142 ft (43.28 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Des Moines Bridge and Iron Company of Des Moines, Iowa. | 34.243780 | -77.942900 | 6th Street | Railroad (Abandoned Seaboard Coast Railroad) | Wilmington | New Hanover County, North Carolina | North Carolina | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1911 | 1978 | Des Moines Bridge and Iron Company of Des Moines, Iowa | 6 | 7 | 142 | 43.28 | 150 | 45.72 | 17 | 5.18 | https://historicbridges.org/northcarolina/harryfordenbridge/little_harryfordenbridge2_small.jpg | https://historicbridges.org/northcarolina/harryfordenbridge/little_harryfordenbridge2.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=northcarolina/harryfordenbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.243780,-77.942900 | |||||||||||||
| 6386 | Wrightsville Beach Bridge | C. Heide Trask Memorial Bridge | This is a large example of a plate girder bascule bridge and it is noted for its innovative machinery. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) metal Variable Depth deck girder, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Unknown. The bridge was primarily designed by L.O. Hopkins of Nashville, Tennessee. | 34.218180 | -77.812440 | US-74 and US-76 (Eastwood Road) | Intracoastal Waterway | Wrightsville Beach Bridge | New Hanover County, North Carolina | North Carolina | United States | Metal | Variable Depth | Deck | Girder | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Concrete | T-Beam | Fixed | 0 | 14 | 1956 | 0 | Unknown | L.O. Hopkins of Nashville, Tennessee | 6 | 6 | 170 | 51.82 | 731 | 222.81 | 56.4 | 17.19 | https://historicbridges.org/northcarolina/intracoastalbasculebridge/little_intracoastalbasculebridge10_small.jpg | https://historicbridges.org/northcarolina/intracoastalbasculebridge/little_intracoastalbasculebridge10.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=northcarolina/intracoastalbasculebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.218180,-77.812440 | |||||||||
| 6387 | Castle Hayne Road Bridge | Smith's Creek Bridge | Although it no longer operates for boats, this bridge remains a good example of a state-designed swing through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 172 ft (52.43 m) metal rivet-connected Polygonal Warren through truss, movable: swing, Center Bearing Center Pier. The bridge was primarily built by T.A. Loving and Company of Goldsboro, North Carolina. The bridge was primarily designed by North Carolina State Highway Commission. | 34.258880 | -77.938950 | Castle Hayne Road (NC-2812, Old NC-133) | Smith Creek | Wilmington | New Hanover County, North Carolina | North Carolina | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Movable: Swing | Center Bearing Center Pier | 8 | 1 | Concrete | T-Beam | Fixed | 0 | 2 | 1930 | 1982 | T.A. Loving and Company of Goldsboro, North Carolina | North Carolina State Highway Commission | 6 | 7 | 172 | 52.43 | 248 | 75.59 | 27.2 | 8.29 | https://historicbridges.org/northcarolina/smithcreekbridge/little_smithcreekbridge18_small.jpg | https://historicbridges.org/northcarolina/smithcreekbridge/little_smithcreekbridge18.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=northcarolina/smithcreekbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.258880,-77.938950 | ||||||||
| 6388 | Cape Fear Memorial Bridge | Although built in 1969, this bridge is significant as the only known vertical lift bridge in North Carolina. The technical description of the main or most noteworthy span of the bridge is a 408 ft (124.36 m) metal bolt-connected Polygonal Warren through truss, movable: vertical lift, Tower Drive. The bridge was primarily built by Bowers Construction Company. | 34.227730 | -77.952420 | US-76, US-421, and US-17 | Cape Fear River | Wilmington | New Hanover County, North Carolina and Brunswick County, North Carolina | North Carolina | United States | Metal | Polygonal Warren | Bolt-Connected | Through | Truss | Movable: Vertical Lift | Tower Drive | 12 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 32 | 1969 | 0 | Bowers Construction Company | 4 | 8 | 408 | 124.36 | 3033 | 924.46 | 56 | 17.07 | https://historicbridges.org/northcarolina/capefearmemorialbridge/little_capefearmemorialbridge9_small.jpg | https://historicbridges.org/northcarolina/capefearmemorialbridge/little_capefearmemorialbridge9.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=northcarolina/capefearmemorialbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.227730,-77.952420 | ||||||||||
| 6389 | Northeast Cape Fear River Railroad Bridge | This abandoned bridge an example of a simple deck plate girder swing bridge, which also features fixed plate girder approach spans. The technical description of the main or most noteworthy span of the bridge is a 135 ft (41.15 m) metal deck girder, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Unknown. | 34.364140 | -77.895720 | Railroad (CSX, Nee Atlantic Coast Line) | Northeast Cape Fear River | Castle Hayne | New Hanover County, North Carolina | North Carolina | United States | Metal | Deck | Girder | Movable: Swing | Rim Bearing Center Pier | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 135 | 41.15 | 0 | 0 | 10 | 3.05 | https://historicbridges.org/northcarolina/necapefearriverbridge/little_necapefearriverbridgeswing5_small.jpg | https://historicbridges.org/northcarolina/necapefearriverbridge/little_necapefearriverbridgeswing5.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=northcarolina/necapefearriverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.364140,-77.895720 | |||||||||||
| 6390 | ! | Michigan Avenue Railroad Overpass | St. Charles Air Line Railroad Overpass | This bridge is noted for its age, and for its use of decorative cast iron cladding and other ornamental details in its design. The technical description of the main or most noteworthy span of the bridge is a 55 ft (16.76 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 41.860820 | -87.624010 | Railroad (Canadian National, Former St. Charles Air Line) | Michigan Avenue | Chicago | Cook County, Illinois | Illinois | United States | Metal | Through | Girder | Fixed | 0 | 3 | 0 | 0 | 1899 | 0 | Unknown | 7 | 7 | 55 | 16.76 | 96 | 29.26 | 0 | 0 | https://historicbridges.org/illinois/michiganoverpass/little_michiganavenueoverpass_brg_1026_7_8v_small.jpg | https://historicbridges.org/illinois/michiganoverpass/little_michiganavenueoverpass_brg_1026_7_8v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/michiganoverpass/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.860820,-87.624010 | ||||||||||||||
| 6391 | Yellow Breeches Creek Railroad Bridge | Leidighs Railroad Bridge | This bridge is actually two separate superstructures sitting side by side. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Bethlehem Steel Bridge Corporation of Steelton, Pennsylvania. | 40.144640 | -77.091360 | Railroad (Norfolk Southern) | Yellow Breeches Creek | Rural | Cumberland County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1917 | 0 | Bethlehem Steel Bridge Corporation of Steelton, Pennsylvania | 7 | 7 | 120 | 36.58 | 120 | 36.58 | 0 | 0 | https://historicbridges.org/pennsylvania/philareadingrrbridge/little_elaine_philreadingrrbridge53_small.jpg | https://historicbridges.org/pennsylvania/philareadingrrbridge/little_elaine_philreadingrrbridge53.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/philareadingrrbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.144640,-77.091360 | |||||||||||||
| 6392 | Ridley Creek Plate Girder Railroad Bridge | This through plate girder bridge is one of several railroad bridges at this location. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 39.853810 | -75.346570 | Railroad (Pennsylvania Railroad) | Ridley Creek | Eddystone and Chester | Delaware County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 2 | 0 | 0 | Unknown | 2 | 2 | 80 | 24.38 | 140 | 42.67 | 24 | 7.32 | https://historicbridges.org/pennsylvania/ridleycreekprr/little_ridleycreekprr5_small.jpg | https://historicbridges.org/pennsylvania/ridleycreekprr/little_ridleycreekprr5.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/ridleycreekprr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.853810,-75.346570 | ||||||||||||
| 6393 | Ridley Creek Truss Railroad Bridge | This abandoned bridge appears to be an older surviving railroad Pratt truss bridge. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 39.854030 | -75.346690 | Railroad (Reading Railroad) | Ridley Creek | Eddystone and Chester | Delaware County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 140 | 42.67 | 140 | 42.67 | 0 | 0 | https://historicbridges.org/pennsylvania/ridleycreekrdgrrtruss/little_ridleycreekrdgrrtruss25_small.jpg | https://historicbridges.org/pennsylvania/ridleycreekrdgrrtruss/little_ridleycreekrdgrrtruss25.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/ridleycreekrdgrrtruss/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.854030,-75.346690 | ||||||||||||||
| 6394 | Chester Creek Railroad Bridge | This bridge was originally built as a swing bridge, however it no longer operates for boats. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Pratt through truss, movable: swing, Center Bearing Center Pier. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by A. Hunter. | 39.843820 | -75.359380 | Railroad (CSX and Norfolk Southern) | Chester Creek | Chester | Delaware County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Movable: Swing | Center Bearing Center Pier | 10 | 1 | 0 | 0 | 1907 | 0 | American Bridge Company of New York, New York | A. Hunter | 7 | 7 | 160 | 48.77 | 160 | 48.77 | 0 | 0 | https://historicbridges.org/pennsylvania/chestercreekprrtruss/little_chestercreekprrtruss14_small.jpg | https://historicbridges.org/pennsylvania/chestercreekprrtruss/little_chestercreekprrtruss14.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chestercreekprrtruss/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.843820,-75.359380 | ||||||||||||
| 6395 | 4th Street Bridge | East 4th Street Bridge | This slender concrete arch bridge features a decorative stone facing. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Carl R. Camp of Philadelphia, Pennsylvania. The bridge was primarily designed by George Wright. | 39.853450 | -75.346340 | 4th Street | Ridley Creek | Eddystone and Chester | Delaware County, Pennsylvania | Pennsylvania | United States | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1930 | 0 | Carl R. Camp of Philadelphia, Pennsylvania | George Wright | 5 | 5 | 140 | 42.67 | 140 | 42.67 | 36 | 10.97 | https://historicbridges.org/pennsylvania/chester4thsteet/little_chester4thstreet7_small.jpg | https://historicbridges.org/pennsylvania/chester4thsteet/little_chester4thstreet7.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester4thsteet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.853450,-75.346340 | |||||||||||||
| 6397 | Lindbergh Bridge | This bridge is an impressive concrete deck arch bridge with attractive ornamental details. The technical description of the main or most noteworthy span of the bridge is a 257 ft (78.33 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Carl R. Camp of Philadelphia, Pennsylvania. The bridge was primarily designed by George Wright. | 39.933610 | -75.290260 | Marple Avenue | Darby Creek | Clifton Heights | Delaware County, Pennsylvania | Pennsylvania | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 1 | Pre-Stressed Concrete | Box Beam | Fixed | 0 | 2 | 1928 | 2000 | Carl R. Camp of Philadelphia, Pennsylvania | George Wright | 7 | 7 | 257 | 78.33 | 394 | 120.09 | 30 | 9.14 | https://historicbridges.org/pennsylvania/linberghbridge/little_lindberghbridge19_small.jpg | https://historicbridges.org/pennsylvania/linberghbridge/little_lindberghbridge19.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/linberghbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.933610,-75.290260 | |||||||||||
| 6398 | Ironstone Creek Railroad Truss Bridge | This is a traditional example of a riveted Pratt truss railroad bridge. The technical description of the main or most noteworthy span of the bridge is a 145 ft (44.2 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. | 40.324130 | -75.648410 | Railroad (Colebrookdale Railroad) | Ironstone Creek | Rural | Berks County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1906 | 0 | Phoenix Bridge Company of Phoenixville, Pennsylvania | 7 | 7 | 145 | 44.2 | 145 | 44.2 | 0 | 0 | https://historicbridges.org/pennsylvania/ironstonecreektruss/little_ironstonecreektruss16_small.jpg | https://historicbridges.org/pennsylvania/ironstonecreektruss/little_ironstonecreektruss16.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/ironstonecreektruss/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.324130,-75.648410 | ||||||||||||||
| 6399 | Homeville Road Viaduct | This bridge is a good example of a mid-20th century deck truss viaduct. The technical description of the main or most noteworthy span of the bridge is a 215 ft (65.53 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 40.372370 | -79.873200 | Homeville Road | Thompson Run, Grant Avenue Extension, and Railroad (Union Railroad) | West Mifflin | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 10 | 1 | Metal | Deck | Girder | Fixed | 0 | 7 | 1954 | 2015 | Unknown | 6 | 6 | 215 | 65.53 | 779 | 237.44 | 26 | 7.92 | https://historicbridges.org/pennsylvania/homevilleviaduct/little_day5homevilleviaduct5370_small.jpg | https://historicbridges.org/pennsylvania/homevilleviaduct/little_day5homevilleviaduct5370.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/homevilleviaduct/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.372370,-79.873200 | ||||||||||
| 6400 | 3rd Street Bridge | Dr. George S. Smith Bridge | This bridge is noted as a product of famous engineer Daniel Luten, and its alterations actually embody the design intent of Luten. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Luten Bridge Company of York, Pennsylvania. The bridge was primarily designed by Daniel Luten. | 40.686810 | -75.208290 | 3rd Street | Lehigh River | Easton | Northampton County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1912 | 1991 | Luten Bridge Company of York, Pennsylvania | Daniel Luten | 6 | 6 | 100 | 30.48 | 300 | 91.44 | 76 | 23.16 | https://historicbridges.org/pennsylvania/3rdstreeteaston/little_3rdstreeteaston4767_small.jpg | https://historicbridges.org/pennsylvania/3rdstreeteaston/little_3rdstreeteaston4767.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/3rdstreeteaston/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.686810,-75.208290 | |||||||||||||
| 6401 | Lehigh River 3rd Street Railroad Bridge | This railroad viaduct contains a variety of span types. The technical description of the main or most noteworthy span of the bridge is a 185 ft (56.39 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. | 40.686950 | -75.208680 | Railroad (Black River and Western Railroad) | Lehigh River and 3rd Street | Easton | Northampton County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | Metal | Pratt | Pin-Connected | Deck | Truss | Fixed | 0 | 0 | 1897 | 1903 | Phoenix Bridge Company of Phoenixville, Pennsylvania | 7 | 7 | 185 | 56.39 | 975 | 297.18 | 0 | 0 | https://historicbridges.org/pennsylvania/3rdstreetrreaston/little_3rdstreetrreaston4800_small.jpg | https://historicbridges.org/pennsylvania/3rdstreetrreaston/little_3rdstreetrreaston4800.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/3rdstreetrreaston/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.686950,-75.208680 | ||||||||
| 6402 | Easton and Northern Railroad Lehigh River Bridge | This is an uncommon and impressive pin-connected railroad deck truss that is also noted for its curve and skewed spans. The technical description of the main or most noteworthy span of the bridge is a 215.2 ft (65.59 m) metal pin-connected Pratt deck truss, fixed. The bridge was primarily built by Union Bridge Company of Athens, Pennsylvania and Buffalo, New York. The bridge was primarily designed by F. E. Schall. | 40.684150 | -75.219250 | Railroad (Abandoned Lehigh Valley Railway) | Lehigh River, Lehigh Canal, and Various Railroad and Roads | Easton | Northampton County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Deck | Truss | Fixed | 0 | 6 | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 16 | 1899 | 0 | Union Bridge Company of Athens, Pennsylvania and Buffalo, New York | F. E. Schall | 8 | 8 | 215.2 | 65.59 | 2121 | 646.48 | 0 | 0 | https://historicbridges.org/pennsylvania/lehighriverrreaston/little_lehighriverrreaston5095_6_7_small.jpg | https://historicbridges.org/pennsylvania/lehighriverrreaston/little_lehighriverrreaston5131_2_3b.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/lehighriverrreaston/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.684150,-75.219250 | |||||||
| 6403 | Opossum Road Bridge | This is a very old surviving example of a stone arch bridge, and one of the two oldest in the county. The technical description of the main or most noteworthy span of the bridge is a 23 ft (7.01 m) stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 40.415870 | -74.663900 | Opossum Road | Bedens Brook | Rural | Somerset County, New Jersey | New Jersey | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1822 | 2002 | Unknown | 7 | 7 | 23 | 7.01 | 48 | 14.63 | 11.5 | 3.51 | https://historicbridges.org/newjersey/opossumroad/little_opossumroad3103_small.jpg | https://historicbridges.org/newjersey/opossumroad/little_opossumroad3103.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/opossumroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.415870,-74.663900 | |||||||||||||||
| 6404 | Paulins Kill Viaduct | This enormous and early large-scale concrete railroad bridge is nevertheless well hidden in a thickly wooded area. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by John Goll and Company of Philadelphia, Pennsylvania and Reiter, Curtis and Hill of Philadelphia, Pennsylvania. The bridge was primarily designed by Lincoln Bush. | 40.948030 | -75.061300 | Railroad (Abandoned Delaware Lackawanna and Western Railroad) | Paulins Kill and Station Road | Rural | Warren County, New Jersey | New Jersey | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 7 | 0 | 0 | 1910 | 0 | John Goll and Company of Philadelphia, Pennsylvania and Reiter, Curtis and Hill of Philadelphia, Pennsylvania | Lincoln Bush | 7 | 7 | 120 | 36.58 | 1100 | 335.28 | 0 | 0 | https://historicbridges.org/newjersey/paulinskillviaduct/little_paulinskillviaduct3146_7_8_small.jpg | https://historicbridges.org/newjersey/paulinskillviaduct/little_paulinskillviaduct3146_7_8.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/paulinskillviaduct/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.948030,-75.061300 | ||||||||||||||
| 6405 | Taylor Iron and Steel Company Bridge | This bridge may be one of the oldest polygonal Warren truss bridges in the entire country. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. | 40.669170 | -74.887510 | Pedestrian Walkway (Taylor Steel Workers Historical Greenway) | South Branch Raritan River | High Bridge | Hunterdon County, New Jersey | New Jersey | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newjersey/tayloriron/little_tayloriron3928_small.jpg | https://historicbridges.org/newjersey/tayloriron/little_tayloriron3928.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/tayloriron/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.669170,-74.887510 | ||||||||||||||
| 6406 | Taylor Iron and Steel Company Railroad Bridge | This is a traditional riveted railroad plate girder bridge. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. | 40.669500 | -74.887550 | Railroad (Abandoned) | South Branch Raritan River | High Bridge | Hunterdon County, New Jersey | New Jersey | United States | Metal | Through | Girder | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | Unknown | 2 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newjersey/taylorironrr/little_taylorironrr3967_8_9f_small.jpg | https://historicbridges.org/newjersey/taylorironrr/little_taylorironrr3967_8_9f.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/taylorironrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.669500,-74.887550 | ||||||||||||||||
| 6407 | Victoria Creek Footbridge | This unusual curved chord through riveted plate girder appears to have been built from salvaged materials. The technical description of the main or most noteworthy span of the bridge is a 61 ft (18.59 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 44.850019 | -85.793103 | Kasson Street (CR-651) Sidewalk | Victoria Creek | Cedar | Leelanau County, Michigan | Michigan | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 61 | 18.59 | 61 | 18.59 | 6 | 1.83 | https://historicbridges.org/michigan/cedarleeland/little_20160705_094849_small.jpg | https://historicbridges.org/michigan/cedarleeland/little_20160705_094849.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/cedarleeland/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.850019,-85.793103 | ||||||||||||||||
| 6408 | Long-Allen Bridge | Morgan City Bridge | Among the longest simple span trusses in America, this is the longest known K-truss span by far and one of the most significant historic bridges in the state. The technical description of the main or most noteworthy span of the bridge is a 607.7 ft (185.23 m) metal rivet-connected K-Parker through truss, fixed. The bridge was primarily built by Mount Vernon Bridge Company of Mount Vernon, Ohio. The bridge was primarily designed by Louisiana Highway Commission and Norman E. Lant. | 29.696630 | -91.214300 | LA-182 (Old US-90, Brashear Avenue) | Atchafalaya River (Berwick Bay) | Berwick and Morgan City | St. Mary Parish, Louisiana | Louisiana | United States | Metal | K-Parker | Rivet-Connected | Through | Truss | Fixed | 0 | 3 | Concrete | T-Beam | Fixed | 16 | 42 | 1933 | 0 | Mount Vernon Bridge Company of Mount Vernon, Ohio | Louisiana Highway Commission and Norman E. Lant | 10 | 10 | 607.7 | 185.23 | 3745 | 1141.48 | 24 | 7.32 | https://historicbridges.org/louisiana/morgancitylongallen/little_morgancitylongallen_brg_9288_small.jpg | https://historicbridges.org/louisiana/morgancitylongallen/little_morgancitylongallen_brg_9288.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/morgancitylongallen/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.696630,-91.214300 | |||||||||
| 6409 | Rainbow Bridge | Port Arthur - Orange Bridge | One of the earliest arch-cantilever style truss bridges, this unique bridge was designed to withstand hurricane winds leading to unique design details. The technical description of the main or most noteworthy span of the bridge is a 680 ft (207.26 m) metal cantilever (arched) rivet-connected Warren through truss, fixed. The bridge was primarily built by Taylor-Fichter Steel Construction Company of New York, New York and Fort Pitt Bridge Works of Pittsburgh, Pennsylvania. The bridge was primarily designed by Ash, Howard, Needles, and Tammen of New York, New York. | 29.980510 | -93.871270 | TX-87 Southbound | Neches River | Port Arthur | Jefferson County, Texas and Orange County, Texas | Texas | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 0 | Cantilever (Arched) | 3 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 0 | 58 | 1938 | 1997 | Taylor-Fichter Steel Construction Company of New York, New York and Fort Pitt Bridge Works of Pittsburgh, Pennsylvania | Ash, Howard, Needles, and Tammen of New York, New York | 9 | 10 | 680 | 207.26 | 7752 | 2362.81 | 28 | 8.53 | https://historicbridges.org/texas/rainbowbridge/little_rainbowbridge_brg_5481_2_3vib_small.jpg | https://historicbridges.org/texas/rainbowbridge/little_img_rainbowbridge_0713.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/rainbowbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.980510,-93.871270 | |||||
| 6410 | Mosgrove Railroad Bridge | This spectacular bridge features some of the longest pin-connected deck truss spans in the country. The technical description of the main or most noteworthy span of the bridge is a 450 ft (137.16 m) metal pin-connected Baltimore deck truss, fixed. The bridge was primarily built by Keystone Bridge Company of Pittsburgh, Pennsylvania. | 40.870169 | -79.480628 | Railroad (Buffalo, Rochester and Pittsburgh Railroad) | Allegheny River and Various Roads | West Mosgrove | Armstrong County, Pennsylvania | Pennsylvania | United States | Metal | Baltimore | Pin-Connected | Deck | Truss | Fixed | 18 | 4 | Metal | Deck | Girder | Fixed | 0 | 4 | 1899 | 0 | Keystone Bridge Company of Pittsburgh, Pennsylvania | 9 | 9 | 450 | 137.16 | 1680 | 512.06 | 16 | 4.88 | https://historicbridges.org/pennsylvania/alleghenyriverrailroaddecktruss/little_alleghenyriverrailroaddecktruss_8788_89_90vr_small.jpg | https://historicbridges.org/pennsylvania/alleghenyriverrailroaddecktruss/little_alleghenyriverrailroaddecktruss_8788_89_90vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/alleghenyriverrailroaddecktruss/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.870169,-79.480628 | ||||||||||
| 6411 | Clairton Coke Works Bridge | Union Railroad Clairton Bridge | This massive bridge is noted for its very long 500 foot main span, and also its design which anticipated an upper deck in addition to the lower deck. The technical description of the main or most noteworthy span of the bridge is a 498 ft (151.79 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Albert Lucius of New York, New York. | 40.294462 | -79.866837 | Railroad (Abandoned Union Railroad) | Monongahela River | Clairton | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 16 | 1 | Metal | Through | Girder | Fixed | 0 | 6 | 1903 | 0 | American Bridge Company of New York, New York | Albert Lucius of New York, New York | 9 | 9 | 498 | 151.79 | 1154 | 351.74 | 28 | 8.53 | https://historicbridges.org/pennsylvania/clairtonmonongahelariverrailroadbridge/little_clairtonmonongahelariverrailroadbridge_2800_small.jpg | https://historicbridges.org/pennsylvania/clairtonmonongahelariverrailroadbridge/little_clairtonmonongahelariverrailroadbridge_2800.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/clairtonmonongahelariverrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.294462,-79.866837 | ||||||||
| 6412 | Freeport Railroad Bridge | This bridge is noted for its impressive Pennsylvania through truss main span. The technical description of the main or most noteworthy span of the bridge is a 440 ft (134.11 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Unknown. | 40.677200 | -79.670950 | Railroad (Norfolk Southern) | Allegheny River | Freeport | Armstrong County, Pennsylvania and Westmoreland County, Pennsylvania | Pennsylvania | United States | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 18 | 1 | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 0 | 5 | 0 | 0 | Unknown | 8 | 8 | 440 | 134.11 | 1104 | 336.5 | 25 | 7.62 | https://historicbridges.org/pennsylvania/alleghenyriverrailroadfreeport/little_alleghenyriverrailroadfreeport_0382_3_4vr_small.jpg | https://historicbridges.org/pennsylvania/alleghenyriverrailroadfreeport/little_alleghenyriverrailroadfreeport_0382_3_4vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/alleghenyriverrailroadfreeport/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.677200,-79.670950 | ||||||||
| 6413 | Kiskiminetas Junction Railroad Bridge | This multiple span pin-connected through truss makes a beautiful gateway at the mouth of the Kiskiminetas River. The technical description of the main or most noteworthy span of the bridge is a 235 ft (71.63 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works). | 40.679060 | -79.665560 | Railroad (Kiski Junction Railroad) | Kiskiminetas River | Rural | Armstrong County, Pennsylvania and Westmoreland County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 9 | 3 | 0 | 0 | 1899 | 0 | A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works) | 7 | 7 | 235 | 71.63 | 710 | 216.41 | 11 | 3.35 | https://historicbridges.org/pennsylvania/kiskiminetasriverrailroadbridge/little_kiskiminetasriverrailroadbridge_1126_small.jpg | https://historicbridges.org/pennsylvania/kiskiminetasriverrailroadbridge/little_kiskiminetasriverrailroadbridge_0721_2_3vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/kiskiminetasriverrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.679060,-79.665560 | ||||||||||||||
| 6414 | West Brownsville Junction Railroad Bridge | This railroad bridge is noted for the length of its main span, which makes for a very impressive truss of which few remain on this river. The technical description of the main or most noteworthy span of the bridge is a 401 ft (122.22 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. | 40.033852 | -79.876304 | Railroad (Norfolk Southern) | Monongahela River | Rural | Fayette County, Pennsylvania and Washington County, Pennsylvania | Pennsylvania | United States | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 16 | 1 | 0 | 0 | 1912 | 0 | Pennsylvania Steel Company of Steelton, Pennsylvania | 8 | 8 | 401 | 122.22 | 800 | 243.84 | 25 | 7.62 | https://historicbridges.org/pennsylvania/westbrownsvillejunctionbridge/little_westbrownsvillejunctionbridge_2443_small.jpg | https://historicbridges.org/pennsylvania/westbrownsvillejunctionbridge/little_westbrownsvillejunctionbridge_2443.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/westbrownsvillejunctionbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.033852,-79.876304 | ||||||||||||||
| 6415 | Buffalo and Pittsburgh Allegheny River Railroad Bridge | Templeton Bridge | This large, beautiful through truss bridge is located on a very rural and highly scenic portion of the Allegheny River. The technical description of the main or most noteworthy span of the bridge is a 400 ft (121.92 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 40.932872 | -79.463970 | Railroad (Buffalo and Pittsburgh) | Allegheny River | Rural | Armstrong County, Pennsylvania | Pennsylvania | United States | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 12 | 1 | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 9 | 3 | 1911 | 0 | American Bridge Company of New York, New York | 8 | 8 | 400 | 121.92 | 1112 | 338.94 | 13 | 3.96 | https://historicbridges.org/pennsylvania/alleghenyriverrailroadthrutruss/little_alleghenyriverrailroadthrutruss_9685_small.jpg | https://historicbridges.org/pennsylvania/alleghenyriverrailroadthrutruss/little_alleghenyriverrailroadthrutruss_9376.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/alleghenyriverrailroadthrutruss/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.932872,-79.463970 | |||||||
| 6416 | Walkway over the Hudson | Poughkeepsie Railroad Bridge | This massive and ancient cantilever truss bridge is one of the most important historic bridges in the country, and has been beautifully converted for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 548 ft (167.03 m) metal cantilever pin-connected Warren deck truss, fixed. The bridge was primarily built by Union Bridge Company of Athens, Pennsylvania and Buffalo, New York. | 41.710694 | -73.944580 | Railroad (Walkway over the Hudson, Hudson Valley Rail-Trail) | Hudson River and Various Streets and Railroads | Poughkeepsie and Highland | Dutchess County, New York and Ulster County, New York | New York | United States | Metal | Warren | Pin-Connected | Deck | Truss | Fixed | 18 | Cantilever | 7 | Metal | Warren | Pin-Connected | Deck | Truss | Fixed | 0 | 35 | 1888 | 2009 | Union Bridge Company of Athens, Pennsylvania and Buffalo, New York | 10 | 10 | 548 | 167.03 | 6767 | 2062.58 | 35 | 10.67 | https://historicbridges.org/newyork/poughkeepsierailroad/little_poughkeepsierailroad_5064_5_6vib_small.jpg | https://historicbridges.org/newyork/poughkeepsierailroad/little_poughkeepsierailroad_5064_5_6vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/poughkeepsierailroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.710694,-73.944580 | ||||||
| 6417 | Mid-Hudson Bridge | Franklin Delano Roosevelt Mid-Hudson Bridge | Designed by famous engineer Ralph Modjeski, this amazingly beautiful bridge is noted for its unique tower design and its location over the scenic Hudson River. The technical description of the main or most noteworthy span of the bridge is a 1495 ft (455.68 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Ralph Modjeski and Daniel E. Moran. | 41.702960 | -73.945953 | US-44 and NY-55 | Hudson River and Various Streets and Railroads | Poughkeepsie and Highland | Dutchess County, New York and Ulster County, New York | New York | United States | Metal | Pony Truss Stiffening | Wire Cable | Suspension | Fixed | 0 | 3 | Metal | Solid Ribbed Spandrel Braced | Deck | Arch | 0 | 18 | 1930 | 1989 | American Bridge Company of New York, New York | Ralph Modjeski and Daniel E. Moran | 9 | 10 | 1495 | 455.68 | 4201 | 1280.46 | 30.8 | 9.39 | https://historicbridges.org/newyork/midhudson/little_midhudson_4380_1_2vib_small.jpg | https://historicbridges.org/newyork/midhudson/little_midhudson_4380_1_2vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/midhudson/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.702960,-73.945953 | |||||||||
| 6418 | Crescent City Connection Bridge (Original/Eastbound Span) | Greater New Orleans Bridge | Paired with a modern cantilever truss bridge, this enormous historic bridge is noted for its very long main span length, and is an icon for the city. The technical description of the main or most noteworthy span of the bridge is a 1575 ft (480.06 m) metal cantilever multiple-type-connected Warren through truss, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by Modjeski and Masters. | 29.937856 | -90.056761 | US-90 Business (Eastbound) | Mississippi River and Various Roads and Railroads | New Orleans | Orleans Parish, Louisiana and Jefferson Parish, Louisiana | Louisiana | United States | Metal | Warren | Multiple-Type-Connected | Through | Truss | Fixed | 32 | Cantilever | 3 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 10 | 0 | 1958 | 0 | Bethlehem Steel Company of Bethlehem, Pennsylvania | Modjeski and Masters | 8 | 9 | 1575 | 480.06 | 13428 | 4092.85 | 52 | 15.85 | https://historicbridges.org/louisiana/greaterneworleansbridge/little_greaterneworleansbridge_brg_5697_small.jpg | https://historicbridges.org/louisiana/greaterneworleansbridge/little_greaterneworleansbridge_brg_5697.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/greaterneworleansbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.937856,-90.056761 | |||||
| 6419 | Huey P. Long Bridge | Huey P. Long Jefferson Parish Bridge | This massive bridge has been widened with the addition of two truss lines, but remains a significant example of a large scale combined highway and railroad bridge. The technical description of the main or most noteworthy span of the bridge is a 790 ft (240.79 m) metal cantilever multiple-type-connected Baltimore through truss, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania and American Bridge Company of New York, New York. The bridge was primarily designed by Modjeski and Masters. | 29.944073 | -90.168728 | US-90 and Railroad (New Orleans Public Belt Railroad) | Mississippi River and Various Roads | Bridge City and Elmwood | Jefferson Parish, Louisiana | Louisiana | United States | Metal | Baltimore | Multiple-Type-Connected | Through | Truss | Fixed | 22 | Cantilever | 3 | Metal | Pennsylvania | Rivet-Connected | Through | Truss | Fixed | 14 | 0 | 1935 | 2013 | McClintic-Marshall Company of Pittsburgh, Pennsylvania and American Bridge Company of New York, New York | Modjeski and Masters | 8 | 9 | 790 | 240.79 | 22996 | 7009.18 | 84 | 25.6 | https://historicbridges.org/louisiana/hueyplongneworleans/little_img_hueyplongneworleans_0497_small.jpg | https://historicbridges.org/louisiana/hueyplongneworleans/little_img_hueyplongneworleans_0497.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/hueyplongneworleans/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.944073,-90.168728 | |||||
| 6420 | Plemons Bridge | This extremely long 30 span pony truss is located in a scenic setting and is noted for its length and number of spans. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal multiple-type-connected Warren pony truss, fixed. The bridge was primarily built by Austin Bridge Company of Dallas, Texas. Special note about bridge location: Use care if using a GPS to navigate to this bridge. Do NOT attempt to approach this bridge from Plemons Road south of the bridge as it is gated off and closed. Do NOT attempt to use TX-119 to reach the bridge as this road goes into the Conoco Phillips property and is closed to the public. Approach using Plemons Road from the north, or from the south using Farm to Market 280, although note it turns into gravel road CR-V before reaching the bridge. | 35.747184 | -101.347026 | Plemons Road (CR-225) | Canadian River | Rural | Hutchinson County, Texas | Texas | United States | Use care if using a GPS to navigate to this bridge. Do NOT attempt to approach this bridge from Plemons Road south of the bridge as it is gated off and closed. Do NOT attempt to use TX-119 to reach the bridge as this road goes into the Conoco Phillips property and is closed to the public. Approach using Plemons Road from the north, or from the south using Farm to Market 280, although note it turns into gravel road CR-V before reaching the bridge. | Metal | Warren | Multiple-Type-Connected | Pony | Truss | Fixed | 5 | 30 | 0 | 4 | 1926 | 0 | Austin Bridge Company of Dallas, Texas | 8 | 10 | 80 | 24.38 | 2471 | 753.16 | 15.4 | 4.69 | https://historicbridges.org/texas/plemonsroadbridge/little_plemonsroadbridge_1066_small.jpg | https://historicbridges.org/texas/plemonsroadbridge/little_plemonsroadbridge_1066.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/plemonsroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.747184,-101.347026 | |||||||||||||
| 6421 | Junction Bridge | This bridge is composed of many spans, divided into several continuous units, with the main spans featuring a slightly curved top chord. The technical description of the main or most noteworthy span of the bridge is a 189 ft (57.61 m) metal continuous rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Central Bitulithic Construction Company of Dallas, Texas. The bridge was primarily designed by Texas Highway Department. | 30.487099 | -99.762128 | Loop 481 (Main Street) | South Llano River | Junction | Kimble County, Texas | Texas | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 8 | Continuous | 3 | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | Continuous | 7 | 1937 | 0 | Central Bitulithic Construction Company of Dallas, Texas | Texas Highway Department | 8 | 8 | 189 | 57.61 | 1342 | 409.04 | 25 | 7.62 | https://historicbridges.org/texas/junctionbridge/little_junctionbridge_9870_small.jpg | https://historicbridges.org/texas/junctionbridge/little_junctionbridge_9870.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/junctionbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.487099,-99.762128 | |||||
| 6422 | Pont de Grand-Mère (Grand-Mère Bridge) | This suspension bridge has a distinctive appearance due to its low-level crossing of this river, and was noted as the first suspension bridge to use prestresssed rope strand cable. The technical description of the main or most noteworthy span of the bridge is a 950 ft (289.56 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by Canadian Bridge Company of Walkerville, Ontario and Fraser, Brace and Company, Limited. The bridge was primarily designed by Robinson and Steinman of New York, New York, and Philip Louis Pratley. | 46.619897 | -72.676738 | QC-153 | Rivière Saint-Maurice | Grand-Mère (Shawinigan) | Mauricie, Québec | Québec | Canada | Metal | Pony Truss Stiffening | Wire Cable | Suspension | Fixed | 0 | 1 | Metal | Girder | Fixed | 0 | 1 | 1929 | 0 | Canadian Bridge Company of Walkerville, Ontario and Fraser, Brace and Company, Limited | Robinson and Steinman of New York, New York, and Philip Louis Pratley | 9 | 10 | 950 | 289.56 | 1102 | 335.89 | 26 | 7.92 | https://historicbridges.org/quebec/grandmere/little_grandmere_3278_79_80vaa_small.jpg | https://historicbridges.org/quebec/grandmere/little_grandmere_3278_79_80vaa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/grandmere/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.619897,-72.676738 | |||||||||||
| 6423 | ! | Pont de l'Île-d'Orléans (Île d'Orléans Bridge) | Pont de l'Île | This iconic heritage landmark was the first all-Canadian built long-span suspension bridge, and now the only remaining unaltered, example of a distinctive design of suspension bridge built in Canada. The technical description of the main or most noteworthy span of the bridge is a 1059 ft (322.78 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. The bridge was primarily designed by Monsarrat and Pratley of Montréal, Québec (Charles Nicholas Monsarrat and Philip Louis Pratley). | 46.879514 | -71.134341 | QC-368 | St. Lawrence River (Fleuve Saint-Laurent) (North Channel) | Quebec City (Ville de Québec) and Saint-Pierre-de-l'Île-d'Orléans | Capitale-Nationale, Québec | Québec | Canada | Metal | Pony Truss Stiffening | Wire Cable | Suspension | Fixed | 0 | 3 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 0 | 35 | 1935 | 0 | Dominion Bridge Company of Montréal, Québec | Monsarrat and Pratley of Montréal, Québec (Charles Nicholas Monsarrat and Philip Louis Pratley) | 10 | 10 | 1059 | 322.78 | 5700 | 1737.36 | 0 | 0 | https://historicbridges.org/quebec/iledorleans/little_iledorleans_3740_1_2raa_small.jpg | https://historicbridges.org/quebec/iledorleans/little_iledorleans_3740_1_2raa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/iledorleans/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.879514,-71.134341 | ||||||
| 6424 | Pont de Shannon (Shannon Bridge) | Pont Gosford (Gosford Bridge) | Preserved for pedestrian use, this ancient iron bridge is one of the only known truss bridges in Canada with the rare Phoenix columns and the oldest bridge in the region. The technical description of the main or most noteworthy span of the bridge is a 126.5 ft (38.56 m) metal pin-connected Pratt deck truss, fixed. The bridge was primarily built by Clarke, Reeves and Company of Philadelphia, Pennsylvania (Phoenix Bridge Company of Phoenixville, Pennsylvania). | 46.893320 | -71.525220 | Pedestrian Walkway | Rivière Jacques-Cartier | Shannon | Capitale-Nationale, Québec | Québec | Canada | Metal | Pratt | Pin-Connected | Deck | Truss | Fixed | 7 | 2 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 8 | 6 | 1880 | 0 | Clarke, Reeves and Company of Philadelphia, Pennsylvania (Phoenix Bridge Company of Phoenixville, Pennsylvania) | 10 | 10 | 126.5 | 38.56 | 509.8 | 155.39 | 0 | 0 | https://historicbridges.org/quebec/shannon/little_shannon_5357_small.jpg | https://historicbridges.org/quebec/shannon/little_shannon_5357.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/shannon/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.893320,-71.525220 | |||||||
| 6425 | Pont Jacques-Cartier (Jacques-Cartier Bridge) | Pont du Havre (Harbor Bridge) | This massive, iconic bridge with its rare K-truss cantilever span is one of the most complex and impressive bridges in all of Canada. The technical description of the main or most noteworthy span of the bridge is a 1096 ft (334.06 m) metal cantilever rivet-connected K-Truss through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. The bridge was primarily designed by Monsarrat and Pratley of Montréal, Québec (Charles Nicholas Monsarrat and Philip Louis Pratley) and Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. | 45.521830 | -73.541779 | QC-134 | St. Lawrence River (Fleuve Saint-Laurent) and South Shore Canal (Canal de la Rive Sud) and Various Roads | Montréal and Longueuil | Montréal, Québec and Montérégie, Québec | Québec | Canada | Metal | K-Truss | Rivet-Connected | Through | Truss | Fixed | 40 | Cantilever | 3 | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 46 | 1930 | 0 | Dominion Bridge Company of Montréal, Québec | Monsarrat and Pratley of Montréal, Québec (Charles Nicholas Monsarrat and Philip Louis Pratley) and Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois | 10 | 10 | 1096 | 334.06 | 8940 | 2724.91 | 64 | 19.51 | https://historicbridges.org/quebec/cartier/little_cartier_2035aa_small.jpg | https://historicbridges.org/quebec/cartier/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/cartier/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.521830,-73.541779 | |||||
| 6426 | Green Road North Channel Bridge | This abandoned bridge is noted for its unusual portal bracing that also includes portal cresting. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: Please note that this bridge is on private property and not open to the public. | 42.031868 | -85.359942 | Green Road | Nottawa Creek (Nottawassepee River) (North Channel) | Rural | St. Joseph County, Michigan | Michigan | United States | Please note that this bridge is on private property and not open to the public. | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 8 | 90 | 27.43 | 90 | 27.43 | 0 | 0 | https://historicbridges.org/michigan/greenroadthrough/little_rickmcomber-agreenthru_small.jpg | https://historicbridges.org/michigan/greenroadthrough/little_rickmcomber-agreenthru.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/greenroadthrough/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.031868,-85.359942 | |||||||||||||
| 6427 | Green Road South Channel Bridge | This abandoned truss bridge is noted for its lack of alteration and its small span length of about 30 feet. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: Please note that this bridge is on private property and not open to the public. | 42.030705 | -85.359395 | Green Road | Nottawa Creek (Nottawassepee River) (South Channel) | Rural | St. Joseph County, Michigan | Michigan | United States | Please note that this bridge is on private property and not open to the public. | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 2 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 30 | 9.14 | 30 | 9.14 | 0 | 0 | https://historicbridges.org/michigan/greenroadpony/little_rickmcomber-agreen1_small.jpg | https://historicbridges.org/michigan/greenroadpony/little_rickmcomber-agreen1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/greenroadpony/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.030705,-85.359395 | |||||||||||||
| 6428 | Overton Bridge Approach Span | Baby Bowstring Bridge, Washington County Bridge 120 | This rare relocated bowstring truss span is the shortest known iron bowstring span in America! The technical description of the main or most noteworthy span of the bridge is a 25 ft (7.62 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. Special note about bridge location: The bridge is visible from the nearby public road, but please respect the privacy of the owners who spent a lot of money to preserve this historic bridge and note that the bridge itself is private property. | 41.184324 | -85.763248 | Private Walkway | Pond | Rural | Kosciusko County, Indiana | Indiana | United States | The bridge is visible from the nearby public road, but please respect the privacy of the owners who spent a lot of money to preserve this historic bridge and note that the bridge itself is private property. | Metal | Bowstring | Threaded Rod-Nut Connected | Pony | Truss | Fixed | 2 | 1 | 0 | 0 | 1885 | 0 | King Bridge Company of Cleveland, Ohio | 9 | 9 | 25 | 7.62 | 26 | 7.92 | 12 | 3.66 | https://historicbridges.org/indiana/babybowstring/little_babybowstring_3701a_small.jpg | https://historicbridges.org/indiana/babybowstring/little_babybowstring_3701a.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/babybowstring/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.184324,-85.763248 | ||||||||||||
| 6429 | Gordon Lake Bridge 1 | Oscar Park Bridge 1 | One of only a few bowstring bridges in Texas, this is the oldest and most significant of the several relocated historic bridges that grace this park. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 33.965080 | -98.669540 | Gordon Lake Loop | Gordon Lake | Iowa Park | Wichita County, Texas | Texas | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | King Bridge Company of Cleveland, Ohio | 9 | 10 | 75 | 22.86 | 75 | 22.86 | 0 | 0 | https://historicbridges.org/texas/gordonlake1/little_gordonlake1_8191_small.jpg | https://historicbridges.org/texas/gordonlake1/little_gordonlake1_8191.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/gordonlake1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.965080,-98.669540 | |||||||||||||
| 6430 | Gordon Lake Bridge 2 | Oscar Park Bridge 2 | This short riveted Warren pony truss is one of several relocated historic bridges that grace this park. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 33.959882 | -98.669009 | Gordon Lake Loop | Gordon Lake | Iowa Park | Wichita County, Texas | Texas | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 50 | 15.24 | 50 | 15.24 | 0 | 0 | https://historicbridges.org/texas/gordonlake2/little_gordonlake2_8287_small.jpg | https://historicbridges.org/texas/gordonlake2/little_gordonlake2_8287.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/gordonlake2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.959882,-98.669009 | |||||||||||||
| 6431 | Gordon Lake Bridge 3 | Oscar Park Bridge 3 | This short field bolted Warren pony truss is one of several relocated historic bridges that grace this park. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal bolt-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 33.960282 | -98.664742 | Pedestrian Walkway | Gordon Lake Spillway | Iowa Park | Wichita County, Texas | Texas | United States | Metal | Warren | Bolt-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 60 | 18.29 | 60 | 18.29 | 0 | 0 | https://historicbridges.org/texas/gordonlake3/little_gordonlake3_8446_small.jpg | https://historicbridges.org/texas/gordonlake3/little_gordonlake3_8446.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/gordonlake3/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.960282,-98.664742 | |||||||||||||
| 6432 | Gordon Lake Bridge 4 | Oscar Park Bridge 4 | This riveted Warren pony truss is one of several relocated historic bridges that grace this park, and is the longest spanning bridge in the park. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 33.961486 | -98.664905 | Gordon Lake Loop | Gordon Lake Spillway | Iowa Park | Wichita County, Texas | Texas | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 70 | 21.34 | 70 | 21.34 | 0 | 0 | https://historicbridges.org/texas/gordonlake4/little_gordonlake4_8680_small.jpg | https://historicbridges.org/texas/gordonlake4/little_gordonlake4_8680.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/gordonlake4/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.961486,-98.664905 | |||||||||||||
| 6433 | Arrigoni Bridge | Middletown-Portland Bridge | This beautiful arch bridge was designed by a prominent engineering firm and is a landmark for the region. The technical description of the main or most noteworthy span of the bridge is a 600 ft (182.88 m) metal tied Braced Ribbed through arch, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by Robinson and Steinman of New York, New York and William G. Grove. | 41.569282 | -72.648625 | CT-66 and CT-17 (Main Street) | Connecticut River and Various Roads and Railroad | Middletown | Middlesex County, Connecticut | Connecticut | United States | Metal | Braced Ribbed | Tied | Through | Arch | Fixed | 0 | 2 | Metal | Deck | Girder | Fixed | 0 | 28 | 1938 | 1994 | Bethlehem Steel Company of Bethlehem, Pennsylvania | Robinson and Steinman of New York, New York and William G. Grove | 8 | 9 | 600 | 182.88 | 3428 | 1044.85 | 45 | 13.72 | https://historicbridges.org/connecticut/arrigonibridge/little_arrigonibridge_0672_small.jpg | https://historicbridges.org/connecticut/arrigonibridge/little_arrigonibridge_0672.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/arrigonibridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.569282,-72.648625 | ||||||||
| 6434 | East Haddam Bridge | This is one of the most visually impressive swing bridges in the country, with its large swing span paired with an impressive fixed through truss span. The technical description of the main or most noteworthy span of the bridge is a 460 ft (140.21 m) metal rivet-connected Warren through truss, movable: swing, Center Pier. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Alfred P. Boller of Philadelphia, Pennsylvania (Boller, Hodge, and Baird). | 41.451692 | -72.464476 | CT-82 | Connecticut River | East Haddam | Middlesex County, Connecticut | Connecticut | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Swing | Center Pier | 0 | 1 | Metal | Pennsylvania | Rivet-Connected | Through | Truss | Fixed | 0 | 2 | 1913 | 1999 | American Bridge Company of New York, New York | Alfred P. Boller of Philadelphia, Pennsylvania (Boller, Hodge, and Baird) | 8 | 9 | 460 | 140.21 | 885 | 269.75 | 24.6 | 7.5 | https://historicbridges.org/connecticut/easthaddambridge/little_easthaddambridge_1689_small.jpg | https://historicbridges.org/connecticut/easthaddambridge/little_easthaddambridge_1707.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/easthaddambridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.451692,-72.464476 | ||||||
| 6435 | Jackson Street Bridge | This bridge is noted for being built by an important New Jersey company, and also for its skewed design. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by New Jersey Steel and Iron Company of Trenton, New Jersey. | 40.218249 | -74.762964 | Jackson Street (Pedestrian Walkway) | Assupink Creek | Trenton | Mercer County, New Jersey | New Jersey | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1888 | 0 | New Jersey Steel and Iron Company of Trenton, New Jersey | 7 | 7 | 125 | 38.1 | 125 | 38.1 | 22 | 6.71 | https://historicbridges.org/newjersey/jacksonstreetbridge/little_jacksonstreetbridge_3411_2_3vib_small.jpg | https://historicbridges.org/newjersey/jacksonstreetbridge/little_jacksonstreetbridge_3411_2_3vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/jacksonstreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.218249,-74.762964 | ||||||||||||||
| 6436 | Montgomery Street Bridge | This stone arch bridge is one of the only known bridges in the country to feature cast iron railings. The technical description of the main or most noteworthy span of the bridge is a 28 ft (8.53 m) stone Elliptical deck arch, fixed. The bridge was primarily built by John. H. Silvers and James D. Field. The bridge was primarily designed by Robert P. Gallagher. | 40.218263 | -74.761553 | Montgomery Street (Pedestrian Walkway) | Assupink Creek | Trenton | Mercer County, New Jersey | New Jersey | United States | Stone | Elliptical | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1873 | 1950 | John. H. Silvers and James D. Field | Robert P. Gallagher | 8 | 8 | 28 | 8.53 | 59 | 17.98 | 32.8 | 10 | https://historicbridges.org/newjersey/montgomerystreetbridge/little_montgomerystreetbridge_3474_5_6vr_small.jpg | https://historicbridges.org/newjersey/montgomerystreetbridge/little_montgomerystreetbridge_3474_5_6vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/montgomerystreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.218263,-74.761553 | ||||||||||||||
| 6437 | Dingman's Ferry Bridge | This extremely rare Phoenix column Baltimore truss is also unusual because it is a privately owned toll highway bridge. The technical description of the main or most noteworthy span of the bridge is a 182 ft (55.47 m) metal pin-connected Baltimore through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. | 41.220081 | -74.859339 | Bethany and Dingmans Choice Turnpike (CR-560, PA-739) | Delaware River | Rural | Sussex County, New Jersey and Pike County, Pennsylvania | New Jersey and Pennsylvania | United States | Metal | Baltimore | Pin-Connected | Through | Truss | Fixed | 10 | 3 | 0 | 0 | 0 | 0 | Phoenix Bridge Company of Phoenixville, Pennsylvania | 8 | 8 | 182 | 55.47 | 547 | 166.73 | 17.4 | 5.3 | https://historicbridges.org/pennsylvania/dingmansferrybridge/little_dingmansferrybridge_7171_2_3vr_small.jpg | https://historicbridges.org/pennsylvania/dingmansferrybridge/little_dingmansferrybridge_7171_2_3vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/dingmansferrybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.220081,-74.859339 | ||||||||||||||
| 6438 | South Clinton Avenue Bridge | This bridge is noted for its rare skewed Whipple truss main span, but is also paired with a historic 1869 stone arch span as well. The technical description of the main or most noteworthy span of the bridge is a 115 ft (35.05 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Unknown. | 40.217750 | -74.754820 | South Clinton Avenue | Railroad (Amtrak, Northeast Corridor) and Assunpink Creek | Trenton | Mercer County, New Jersey | New Jersey | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 10 | 1 | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 1891 | 1983 | Unknown | 8 | 8 | 115 | 35.05 | 226 | 68.88 | 24 | 7.32 | https://historicbridges.org/newjersey/southclintonavenuebridge/little_southclintonavenuebridge_2874_5_6vib_small.jpg | https://historicbridges.org/newjersey/southclintonavenuebridge/little_southclintonavenuebridge_2874_5_6vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/southclintonavenuebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.217750,-74.754820 | |||||||||
| 6439 | Goldens Bridge | Bridge L-158 | This is a rare early example of a Whipple truss with Phoenix columns, and it was moved here in the early 20th century from a bigger bridge in Kingston, New York. The technical description of the main or most noteworthy span of the bridge is a 163 ft (49.68 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Clarke, Reeves and Company of Philadelphia, Pennsylvania (Phoenix Bridge Company of Phoenixville, Pennsylvania). | 41.296396 | -73.682690 | Railroad (Abandoned New York Central) | Croton River | Rural | Westchester County, New York | New York | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1883 | 1904 | Clarke, Reeves and Company of Philadelphia, Pennsylvania (Phoenix Bridge Company of Phoenixville, Pennsylvania) | 9 | 10 | 163 | 49.68 | 163 | 49.68 | 16 | 4.88 | https://historicbridges.org/newyork/goldensbridge/little_goldensbridge_6613_small.jpg | https://historicbridges.org/newyork/goldensbridge/little_goldensbridge_6613.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/goldensbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.296396,-73.682690 | |||||||||||||
| 6440 | AMVETS Memorial Bridge | This is a gorgeous through arch bridge with enormous decorative concrete structures at each end over the abutments. The technical description of the main or most noteworthy span of the bridge is a 750 ft (228.6 m) metal three-hinged Braced Ribbed through arch, fixed. The bridge was primarily built by Mount Vernon Bridge Company of Mount Vernon, Ohio. The bridge was primarily designed by Howard C. Baird of New York, New York. | 41.237707 | -73.812858 | Taconic State Parkway (Northbound) (NY-987G) | New Croton Reservoir | Rural | Westchester County, New York | New York | United States | Metal | Braced Ribbed | Three-Hinged | Through | Arch | Fixed | 0 | 1 | Concrete | Rigid-Frame | Fixed | 0 | 2 | 1931 | 2012 | Mount Vernon Bridge Company of Mount Vernon, Ohio | Howard C. Baird of New York, New York | 7 | 8 | 750 | 228.6 | 782 | 238.35 | 40 | 12.19 | https://historicbridges.org/newyork/amvetsmemorialbridge/little_amvetsmemorialbridge_8794_small.jpg | https://historicbridges.org/newyork/amvetsmemorialbridge/little_amvetsmemorialbridge_8794.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/amvetsmemorialbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.237707,-73.812858 | ||||||||||
| 6441 | Gate House Bridge | This bridge has a large and impressive through truss span complimented by a unique, beautiful arched plate girder span. The technical description of the main or most noteworthy span of the bridge is a 396 ft (120.7 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Albert Lucius of New York, New York. | 41.233854 | -73.801810 | Croton Dam Road | New Croton Reservoir | Rural | Westchester County, New York | New York | United States | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 0 | 1 | Metal | Through | Girder | Fixed | 0 | 1 | 1904 | 0 | American Bridge Company of New York, New York | Albert Lucius of New York, New York | 8 | 8 | 396 | 120.7 | 535 | 163.07 | 20.3 | 6.19 | https://historicbridges.org/newyork/gatehousebridge/little_gatehousebridge_8644_small.jpg | https://historicbridges.org/newyork/gatehousebridge/little_gatehousebridge_8644.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/gatehousebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.233854,-73.801810 | |||||||||
| 6442 | ! | Lakeside Road Bridge | This bridge is a rare example of a small-scale deck arch bridge and is complimented by handsome railing and abutments. The technical description of the main or most noteworthy span of the bridge is a 102.7 ft (31.3 m) metal hingeless Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily built by Unknown. | 41.261900 | -73.684032 | Lakeside Road | Muscoot Reservoir | Katonah | Westchester County, New York | New York | United States | Metal | Solid Ribbed Spandrel Braced | Hingeless | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1904 | 0 | Unknown | 7 | 7 | 102.7 | 31.3 | 106 | 32.31 | 19 | 5.79 | https://historicbridges.org/newyork/katonah/little_katonah_7150_1_2vib_small.jpg | https://historicbridges.org/newyork/katonah/little_katonah_7150_1_2vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/katonah/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.261900,-73.684032 | |||||||||||||
| 6643 | Magnolia Bridge | Harding Drive Bridge, Cabrini Bridge | This is among the oldest surviving highway swing bridges in the country. The technical description of the main or most noteworthy span of the bridge is a 137 ft (41.76 m) metal pin-connected Pratt through truss, movable: swing, Center Bearing Center Pier. The bridge was primarily built by Smith Bridge Company of Toledo, Ohio. | 29.980991 | -90.088731 | Pedestrian Walkway (Harding Drive) | Bayou St. John | New Orleans | Orleans Parish, Louisiana | Louisiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Movable: Swing | Center Bearing Center Pier | 9 | 1 | 0 | 0 | 1886 | 2019 | Smith Bridge Company of Toledo, Ohio | 9 | 10 | 137 | 41.76 | 137 | 41.76 | 13 | 3.96 | https://historicbridges.org/louisiana/magnoliabridge/little_magnoliabridge_brg_5035_small.jpg | https://historicbridges.org/louisiana/magnoliabridge/little_magnoliabridge_brg_5035.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/magnoliabridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.980991,-90.088731 | ||||||||||||
| 6644 | Putnam Railroad Bridge | North County Trailway Bridge | This former railroad bridge has a spectacular through truss main span and has become a centerpiece of a rail-trail in the area. The technical description of the main or most noteworthy span of the bridge is a 384 ft (117.04 m) metal pin-connected Baltimore through truss, fixed. The bridge was primarily built by New York Central Railroad Forces. The bridge was primarily designed by Olaf Hoff of New York, New York. | 41.226915 | -73.776994 | Railroad (North County Trailway Rail-Trail) | New Croton Reservoir | Rural | Westchester County, New York | New York | United States | Metal | Baltimore | Pin-Connected | Through | Truss | Fixed | 18 | 1 | Concrete | Closed Spandrel | Deck | Arch | 0 | 2 | 1905 | 0 | New York Central Railroad Forces | Olaf Hoff of New York, New York | 8 | 9 | 384 | 117.04 | 459.3 | 139.99 | 18 | 5.49 | https://historicbridges.org/newyork/northcountytrailway/little_northcountytrailway_7663_small.jpg | https://historicbridges.org/newyork/northcountytrailway/little_northcountytrailway_7663.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/northcountytrailway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.226915,-73.776994 | ||||||||
| 6645 | Owensboro Bridge | Glover Cary Bridge | This increasingly rare cantilever truss bridge is noted for its beauty, span configuration, and lack of alteration. The technical description of the main or most noteworthy span of the bridge is a 750.8 ft (228.84 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by Hunter Steel Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Modjeski and Masters. | 37.778738 | -87.109031 | IN-161 (Old US-231) | Ohio River, 2nd Street, and CR-710 South | Owensboro | Daviess County, Kentucky and Spencer County, Indiana | Kentucky and Indiana | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 17 | Cantilever | 4 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 10 | 33 | 1940 | 0 | Hunter Steel Company of Pittsburgh, Pennsylvania | Modjeski and Masters | 8 | 9 | 750.8 | 228.84 | 4623 | 1409.09 | 22 | 6.71 | https://historicbridges.org/kentucky/owensboro/little_owensboro_7259_60_61v_small.jpg | https://historicbridges.org/kentucky/owensboro/little_owensboro_7259_60_61v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/owensboro/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.778738,-87.109031 | |||||
| 6646 | Bear Mountain Bridge | Purple Heart Veterans Memorial Bridge | This is a spectacular suspension bridge located on an extremely scenic location. The technical description of the main or most noteworthy span of the bridge is a 1632 ft (497.43 m) metal deck truss stiffening wire cable suspension, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania and Terry and Tench Construction Company of New York, New York. The bridge was primarily designed by Howard C. Baird of New York, New York. | 41.319942 | -73.983218 | US-6, US-202, and Appalachian Trail | Hudson River and Railroad (CSX) | Rural | Rockland County, New York and Westchester County, New York | New York | United States | Metal | Deck Truss Stiffening | Wire Cable | Suspension | Fixed | 0 | 1 | Metal | Rivet-Connected | 0 | 5 | 1924 | 1977 | McClintic-Marshall Company of Pittsburgh, Pennsylvania and Terry and Tench Construction Company of New York, New York | Howard C. Baird of New York, New York | 9 | 10 | 1632 | 497.43 | 2257 | 687.93 | 38 | 11.58 | https://historicbridges.org/newyork/bearmountain/little_bearmountain1_8701_small.jpg | https://historicbridges.org/newyork/bearmountain/little_bearmountain1_8701.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/bearmountain/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.319942,-73.983218 | |||||||||||
| 6647 | Faux Road Bridge | This is one of a very rare surviving group of Phoenix column pony trusses all in a single county. The technical description of the main or most noteworthy span of the bridge is a 42 ft (12.8 m) metal pin-connected Queenpost pony truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents. | 41.069393 | -76.054050 | Faux Road (TR-392) | Wapwallopen Creek | Rural | Luzerne County, Pennsylvania | Pennsylvania | United States | Metal | Queenpost | Pin-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 0 | Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents | 9 | 9 | 42 | 12.8 | 44 | 13.41 | 14.4 | 4.39 | https://historicbridges.org/pennsylvania/fauxroadbridge/little_fauxroadbridge_6049_50_51vr_small.jpg | https://historicbridges.org/pennsylvania/fauxroadbridge/little_fauxroadbridge_6049_50_51vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/fauxroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.069393,-76.054050 | ||||||||||||||
| 6648 | Daro Road Bridge | This is one of a very rare surviving group of Phoenix column pony trusses all in a single county. The technical description of the main or most noteworthy span of the bridge is a 77 ft (23.47 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents. | 41.206514 | -76.246290 | Daro Road (TR-490) | Huntington Creek | Rural | Luzerne County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents | 9 | 9 | 77 | 23.47 | 80 | 24.38 | 15.4 | 4.69 | https://historicbridges.org/pennsylvania/daroroadbridge/little_daroroadbridge_5398_399_400vib_small.jpg | https://historicbridges.org/pennsylvania/daroroadbridge/little_daroroadbridge_5398_399_400vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/daroroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.206514,-76.246290 | ||||||||||||||
| 6650 | Ftorkowski Road Bridge | This is one of a very rare surviving group of Phoenix column pony trusses all in a single county. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents. | 41.217997 | -76.244204 | Ftorkowski Road (TR-482) | Huntington Creek | Rural | Luzerne County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1889 | 0 | Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents | 9 | 9 | 75 | 22.86 | 78 | 23.77 | 15.7 | 4.79 | https://historicbridges.org/pennsylvania/ftorkowskiroadbridge/little_ftorkowskiroadbridge_5605_6_7vr_small.jpg | https://historicbridges.org/pennsylvania/ftorkowskiroadbridge/little_ftorkowskiroadbridge_5605_6_7vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/ftorkowskiroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.217997,-76.244204 | ||||||||||||||
| 6651 | Hubbards Flats Road Bridge | This is one of a very rare surviving group of Phoenix column pony trusses all in a single county. The technical description of the main or most noteworthy span of the bridge is a 71 ft (21.64 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents. | 41.173949 | -76.222719 | Hubbards Flats Road (TR-451) | Huntington Creek | Rural | Luzerne County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1891 | 1950 | Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents | 9 | 9 | 71 | 21.64 | 75 | 22.86 | 14.8 | 4.51 | https://historicbridges.org/pennsylvania/hubbardsflatsroadbridge/little_hubbardsflatsroadbridge_5200_1_2vib_small.jpg | https://historicbridges.org/pennsylvania/hubbardsflatsroadbridge/little_hubbardsflatsroadbridge_5200_1_2vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/hubbardsflatsroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.173949,-76.222719 | ||||||||||||||
| 6652 | Russell G. Young Bridge | Young's Crossing Bridge | This is one of a very rare surviving group of Phoenix column pony trusses all in a single county. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents. Special note about bridge location: The bridge is now private property on a private driveway. However the owner does allow public walk-in fishing access to the creek, which allows for viewing of the bridge from along the creek. | 41.109519 | -76.349075 | Private Drive | Huntington Creek | Rural | Columbia County, Pennsylvania | Pennsylvania | United States | The bridge is now private property on a private driveway. However the owner does allow public walk-in fishing access to the creek, which allows for viewing of the bridge from along the creek. | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1888 | 1969 | Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents | 9 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/russellgyoungbridge/little_russellgyoungbridge_4834_5_6vr_small.jpg | https://historicbridges.org/pennsylvania/russellgyoungbridge/little_russellgyoungbridge_4834_5_6vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/russellgyoungbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.109519,-76.349075 | ||||||||||||
| 6653 | Retreat Access Road Bridge | Leading only to a prison, this is a rare surviving multi-span example of a lightweight pin-connected Parker through truss. The technical description of the main or most noteworthy span of the bridge is a 217 ft (66.14 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania. Special note about bridge location: This bridge leads to a prison, and the prison is the only facility on the other side of the bridge. It is basically a part of the prison. Walking on the bridge is therefore not advised. | 41.188554 | -76.086498 | Retreat Access Road | Susquehanna River | Rural (Retreat) | Luzerne County, Pennsylvania | Pennsylvania | United States | This bridge leads to a prison, and the prison is the only facility on the other side of the bridge. It is basically a part of the prison. Walking on the bridge is therefore not advised. | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 7 | 5 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1895 | 1951 | Penn Bridge Company of Beaver Falls, Pennsylvania | 9 | 9 | 217 | 66.14 | 1205 | 367.28 | 18.4 | 5.61 | https://historicbridges.org/pennsylvania/retreataccessroadbridge/little_retreataccessroadbridge_5848_small.jpg | https://historicbridges.org/pennsylvania/retreataccessroadbridge/little_retreataccessroadbridge_5848.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/retreataccessroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.188554,-76.086498 | ||||||||||
| 6654 | Oak Harbor Private Bridge | This bridge is a rare example of a small-scale bridge with ornamental railing and builder plaque. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. Special note about bridge location: Note that this bridge is on private property. | 41.499432 | -83.163190 | Private Drive | Wolf Creek | Rural | Ottawa County, Ohio | Ohio | United States | Note that this bridge is on private property. | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | Metal | Through | Girder | 0 | 1 | 0 | 0 | Canton Bridge Company of Canton, Ohio | 5 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/oakharbor/little_rickmcomberoakharborprivatedrivesideview_small.jpg | https://historicbridges.org/ohio/oakharbor/little_rickmcomberoakharborprivatedrivesideview.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/oakharbor/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.499432,-83.163190 | |||||||||||||
| 6655 | Canoe Camp Bridge | This is the only known surviving example of a patented cantilever bedstead truss bridge in Indiana. The technical description of the main or most noteworthy span of the bridge is a metal cantilever rivet-connected Warren bedstead pony truss, fixed. The bridge was primarily built by Indiana Bridge Company of Muncie, Indiana. Special note about bridge location: To reach this bridge you must enter the park from CR-75 South and pass the toll booth, then turn right, follow the road, taking a left at the only fork in the road, then parking where the road makes a 90 degree turn to the right (west). From this location you can walk directly on a trail south to the bridge. | 41.333623 | -85.406476 | Park Road (Old CR-75 East) | Rivir-Mud Lake Connector | Rural | Noble County, Indiana | Indiana | United States | To reach this bridge you must enter the park from CR-75 South and pass the toll booth, then turn right, follow the road, taking a left at the only fork in the road, then parking where the road makes a 90 degree turn to the right (west). From this location you can walk directly on a trail south to the bridge. | Metal | Warren | Rivet-Connected | Bedstead Pony | Truss | Fixed | 0 | Cantilever | 1 | 0 | 0 | 1893 | 0 | Indiana Bridge Company of Muncie, Indiana | 9 | 10 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/indiana/canoecampbridge/little_canoecampbridge_7335_6_7vr_small.jpg | https://historicbridges.org/indiana/canoecampbridge/little_canoecampbridge_7335_6_7vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/canoecampbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.333623,-85.406476 | ||||||||||||
| 6656 | Columbus Scioto River Railroad Bridge Middle | This is one of several impressive multi-span through truss bridges in the downtown Columbus area. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 39.964343 | -83.008788 | Railroad (CSX) | Scioto River | Columbus | Franklin County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 3 | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 8 | 3 | 0 | 0 | Unknown | 7 | 7 | 140 | 42.67 | 676 | 206.04 | 0 | 0 | https://historicbridges.org/ohio/columbusrailroadbridgemiddle/little_columbusrailroadbridgemiddle_3130_small.jpg | https://historicbridges.org/ohio/columbusrailroadbridgemiddle/little_columbusrailroadbridgemiddle_3130.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/columbusrailroadbridgemiddle/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.964343,-83.008788 | ||||||||
| 6657 | Columbus Scioto River Railroad Bridge South | This is one of several impressive multi-span through truss bridges in the downtown Columbus area. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 39.955074 | -83.008515 | Railroad (CSX) | Scioto River | Columbus | Franklin County, Ohio | Ohio | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 3 | Metal | Pratt | Rivet-Connected | Through | Truss | 5 | 2 | 0 | 0 | Unknown | 7 | 7 | 125 | 38.1 | 590 | 179.83 | 0 | 0 | https://historicbridges.org/ohio/columbusrailroadbridgesouth/little_columbusrailroadbridgesouth_2320_small.jpg | https://historicbridges.org/ohio/columbusrailroadbridgesouth/little_columbusrailroadbridgesouth_2320.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/columbusrailroadbridgesouth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.955074,-83.008515 | |||||||||
| 6658 | Columbus Scioto River Railroad Bridge North | This is one of several impressive multi-span through truss bridges in the downtown Columbus area. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Mount Vernon Bridge Company of Mount Vernon, Ohio. | 39.964276 | -83.012923 | Railroad (CSX) | Scioto River | Columbus | Franklin County, Ohio | Ohio | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 5 | 0 | 0 | 1930 | 0 | Mount Vernon Bridge Company of Mount Vernon, Ohio | 7 | 7 | 125 | 38.1 | 630 | 192.02 | 0 | 0 | https://historicbridges.org/ohio/columbusrailroadbridgenorth/little_columbusrailroadbridgenorth_3328_29_30vr_small.jpg | https://historicbridges.org/ohio/columbusrailroadbridgenorth/little_columbusrailroadbridgenorth_3328_29_30vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/columbusrailroadbridgenorth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.964276,-83.012923 | ||||||||||||||
| 6659 | Eden Park Bridge | Cliff Drive Bridge | Among the oldest surviving concrete bridges in America, this is the first and oldest concrete bridge in Ohio. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Melan Arch Construction Company of New York, New York. The bridge was primarily designed by Frederick von Emperger of New York, New York. | 39.117161 | -84.489201 | Cliff Drive | Eden Park Drive | Cincinnati | Hamilton County, Ohio | Ohio | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1894 | 2006 | Melan Arch Construction Company of New York, New York | Frederick von Emperger of New York, New York | 10 | 10 | 70 | 21.34 | 117 | 35.66 | 18 | 5.49 | https://historicbridges.org/ohio/edenparkbridge/little_edenparkbridge_9670_1_2vib_small.jpg | https://historicbridges.org/ohio/edenparkbridge/little_edenparkbridge_9670_1_2vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/edenparkbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.117161,-84.489201 | |||||||||||||
| 6660 | Oxford Road Bridge | This rare wrought iron bowstring truss bridge was relocated and restored at the Crosby Township Senior Center. The technical description of the main or most noteworthy span of the bridge is a 53.6 ft (16.34 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. | 39.279267 | -84.735121 | Pedestrian Walkway | Pedestrian Walkway | Near New Haven | Hamilton County, Ohio | Ohio | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 2006 | Massillon Bridge Company of Massillon, Ohio | 9 | 9 | 53.6 | 16.34 | 53.6 | 16.34 | 0 | 0 | https://historicbridges.org/ohio/oxfordroadbridge/little_oxfordroadbridge_7462_small.jpg | https://historicbridges.org/ohio/oxfordroadbridge/little_oxfordroadbridge_7462.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/oxfordroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.279267,-84.735121 | ||||||||||||||
| 6661 | Laymon Road Bridge | Denver Williams Park Bridge | This rare Massillon bowstring truss bridge was relocated and preserved for pedestrian use in a park setting. The technical description of the main or most noteworthy span of the bridge is a 78 ft (23.77 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. | 39.443901 | -83.807839 | Pedestrian Walkway | Park Lagoon | Wilmington | Clinton County, Ohio | Ohio | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 1871 | 1992 | Massillon Bridge Company of Massillon, Ohio | 9 | 9 | 78 | 23.77 | 80 | 24.38 | 7.7 | 2.35 | https://historicbridges.org/ohio/laymonroadbridge/little_laymonroadbridge_0859_small.jpg | https://historicbridges.org/ohio/laymonroadbridge/little_laymonroadbridge_0859.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/laymonroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.443901,-83.807839 | |||||||||||||
| 6662 | Benson Street Bridge | This may have been the first rainbow arch bridge ever built in the United States. The technical description of the main or most noteworthy span of the bridge is a 73 ft (22.25 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by E. A. Gast. | 39.224065 | -84.448830 | Benson Street | Mill Creek | Lockland | Hamilton County, Ohio | Ohio | United States | Concrete | Rainbow | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1909 | 1992 | Unknown | E. A. Gast | 9 | 9 | 73 | 22.25 | 100 | 30.48 | 31 | 9.45 | https://historicbridges.org/ohio/bensonstreetbridge/little_bensonstreetbridge_0154_5_6vib_small.jpg | https://historicbridges.org/ohio/bensonstreetbridge/little_bensonstreetbridge_0154_5_6vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/bensonstreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.224065,-84.448830 | ||||||||||||||
| 6662 | Black Street Bridge | This bridge is a long, multi-span concrete arch bridge noted for its architectural beauty and lack of alteration. The technical description of the main or most noteworthy span of the bridge is a 93 ft (28.35 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 39.409499 | -84.558667 | Black Street | Great Miami River | Hamilton | Butler County, Ohio | Ohio | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 7 | 0 | 0 | 1922 | 0 | Unknown | 7 | 7 | 93 | 28.35 | 708 | 215.8 | 28 | 8.53 | https://historicbridges.org/ohio/blackstreetbridgehamilton/little_blackstreetbridgehamilton_6577_8_9vr_small.jpg | https://historicbridges.org/ohio/blackstreetbridgehamilton/little_blackstreetbridgehamilton_6577_8_9vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/blackstreetbridgehamilton/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.409499,-84.558667 | |||||||||||||||
| 6663 | Smith Road Bridge | This wrought iron bowstring truss bridge was relocated to Ohio Village, an open air museum that is part of Ohio History Connection museum. The technical description of the main or most noteworthy span of the bridge is a 43.5 ft (13.26 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 40.005700 | -82.988161 | Pedestrian Walkway | Land Depression | Columbus | Franklin County, Ohio | Ohio | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1881 | 1989 | King Bridge Company of Cleveland, Ohio | 9 | 9 | 43.5 | 13.26 | 43.5 | 13.26 | 0 | 0 | https://historicbridges.org/ohio/smithroadbridge/little_smithroadbridge_4138_39_40vib_small.jpg | https://historicbridges.org/ohio/smithroadbridge/little_smithroadbridge_4138_39_40vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/smithroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.005700,-82.988161 | ||||||||||||||
| 6664 | Worthington Road Bridge | This iron bowstring was relocated onto this trail, and represents a unique bridge design built right in Wilmington. The technical description of the main or most noteworthy span of the bridge is a 35 ft (10.67 m) metal threaded rod-nut connected pony truss, fixed. The bridge was primarily built by Champion Bridge Company of Wilmington, Ohio. | 39.436991 | -83.821709 | 4-C Bicentennial Bike Trail (Tri-County Greenbelt) | Lytle Creek | Wilmington | Clinton County, Ohio | Ohio | United States | Metal | Threaded Rod-Nut Connected | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Champion Bridge Company of Wilmington, Ohio | 9 | 9 | 35 | 10.67 | 35 | 10.67 | 12 | 3.66 | https://historicbridges.org/ohio/worthingtonroadbridge/little_worthingtonroadbridge_0604_small.jpg | https://historicbridges.org/ohio/worthingtonroadbridge/little_worthingtonroadbridge_0604.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/worthingtonroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.436991,-83.821709 | |||||||||||||||
| 6665 | Cornell Place Bridge | St. Helena Heritage Park Bridge | This rare Massillon bowstring truss bridge crosses the canal and is configured as a footbridge. The technical description of the main or most noteworthy span of the bridge is a metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. | 40.887038 | -81.596145 | Cornell Place (Pedestrian Walkway) | Ohio and Erie Canal | Canal Fulton | Stark County, Ohio | Ohio | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 1970 | Massillon Bridge Company of Massillon, Ohio | 9 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/canalfulton/little_canalfulton_3439_small.jpg | https://historicbridges.org/ohio/canalfulton/little_canalfulton_3439.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/canalfulton/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.887038,-81.596145 | |||||||||||||
| 6666 | Old Cherry Street Bridge | Abandoned and deteriorating due to poor storage practice, this bridge is a rare Massillon Bridge Company bowstring with sloped verticals and no diagonals. The technical description of the main or most noteworthy span of the bridge is a metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. | 40.846060 | -81.538192 | Nothing | Ground | Crystal Springs | Stark County, Ohio | Ohio | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 1875 | 0 | Massillon Bridge Company of Massillon, Ohio | 9 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/oldcherrystreetbridge/little_oldcherrystreetbridge_3682_small.jpg | https://historicbridges.org/ohio/oldcherrystreetbridge/little_oldcherrystreetbridge_3682.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/oldcherrystreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.846060,-81.538192 | ||||||||||||||
| 6667 | Oak Knoll Park Bridge | Designed by the man who later formed the Massillon Bridge Company, this is the oldest iron bridge in Ohio, originally a deck truss, and relocated and preserved in 1899. The technical description of the main or most noteworthy span of the bridge is a 27.8 ft (8.47 m) metal Howe pony truss, fixed. The bridge was primarily built by C.M. Russell and Company of Massillon, Ohio. The bridge was primarily designed by Joseph Davenport. | 40.788610 | -81.525568 | Pedestrian Walkway | Sippo Valley Trail | Massillon | Stark County, Ohio | Ohio | United States | Metal | Howe | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 1859 | 2010 | C.M. Russell and Company of Massillon, Ohio | Joseph Davenport | 9 | 10 | 27.8 | 8.47 | 27.8 | 8.47 | 7.6 | 2.32 | https://historicbridges.org/ohio/oakknollparkbridge/little_oakknollparkbridge_4468_small.jpg | https://historicbridges.org/ohio/oakknollparkbridge/little_oakknollparkbridge_4468.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/oakknollparkbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.788610,-81.525568 | ||||||||||||||
| 6668 | Wayne County Fairgrounds Bridge | This is the only surviving example of what until 2017 was a unique trio of Joseph Davenport's patented iron Howe truss spans on the Wayne County Fairgrounds. The technical description of the main or most noteworthy span of the bridge is a metal Howe pony truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. | 40.796380 | -81.953670 | Wayne County Fairgrounds Path | Christmas Run | Wooster | Wayne County, Ohio | Ohio | United States | Metal | Howe | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Massillon Bridge Company of Massillon, Ohio | 9 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/woosterohio/little_woosterohio_3064_small.jpg | https://historicbridges.org/ohio/woosterohio/little_woosterohio_3064.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/woosterohio/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.796380,-81.953670 | |||||||||||||||
| 6669 | McConnelsville Bridge | Morgan County Veterans Memorial Bridge | This impressive bridge with its ornamental details was designed to resemble the older truss bridge it replaced following its destruction in the 1913 flood. The technical description of the main or most noteworthy span of the bridge is a 203 ft (61.87 m) metal rivet-connected Parker through truss, movable: swing, Center Pier. The bridge was primarily built by Oregonia Bridge Company of Lebanon, Ohio. | 39.648387 | -81.858071 | Riverview Road (CR-203) | Muskingum River | McConnelsville and Malta | Morgan County, Ohio | Ohio | United States | Metal | Parker | Rivet-Connected | Through | Truss | Movable: Swing | Center Pier | 11 | 1 | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 0 | 3 | 1913 | 1991 | Oregonia Bridge Company of Lebanon, Ohio | 8 | 9 | 203 | 61.87 | 566 | 172.52 | 18 | 5.49 | https://historicbridges.org/ohio/mcconnelsvillebridge/little_mcconnelsvillebridge_7642_small.jpg | https://historicbridges.org/ohio/mcconnelsvillebridge/little_mcconnelsvillebridge_7642.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/mcconnelsvillebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.648387,-81.858071 | ||||||
| 6670 | Sand Island Park Bridge | Township Line Bridge | This is an extremely rare cast iron truss bridge that was relocated to serve a trail in this park setting. The technical description of the main or most noteworthy span of the bridge is a 101 ft (30.78 m) metal Pratt pony truss, fixed. The bridge was primarily built by Beckel Iron Foundry and Machine Shop of Bethlehem, Pennsylvania. | 40.616299 | -75.379955 | Pedestrian Walkway | Monocacy Creek | Bethlehem | Lehigh County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 1867 | 1991 | Beckel Iron Foundry and Machine Shop of Bethlehem, Pennsylvania | 9 | 10 | 101 | 30.78 | 101 | 30.78 | 13 | 3.96 | https://historicbridges.org/pennsylvania/beckelbridge/little_img_20191102_164827_small.jpg | https://historicbridges.org/pennsylvania/beckelbridge/little_img_20191102_164827.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/beckelbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.616299,-75.379955 | ||||||||||||||
| 6671 | Lehigh Gap Bridge | This is a large deck truss bridge located in a scenic mountain setting. The technical description of the main or most noteworthy span of the bridge is a 164 ft (49.99 m) metal rivet-connected Pratt pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. | 40.782752 | -75.606899 | PA-873 and Appalachian Trail | Lehigh River, Paint Mill Road, and Railroad (Norfolk Southern) | Palmerton | Lehigh County, Pennsylvania and Northampton County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Rivet-Connected | Pony | Truss | Fixed | 9 | 5 | Metal | Through | Girder | Fixed | 0 | 2 | 1930 | 1984 | Unknown | Pennsylvania State Highway Department | 6 | 6 | 164 | 49.99 | 1024 | 312.12 | 24 | 7.32 | https://historicbridges.org/pennsylvania/lehighgap/little_lehighgap_6495_small.jpg | https://historicbridges.org/pennsylvania/lehighgap/little_lehighgap_6495.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/lehighgap/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.782752,-75.606899 | |||||||||
| 6672 | Ferry Street Bridge | This bascule bridge is noteworthy as a product of Depression era relief programs, and also for its unique architectural details. The technical description of the main or most noteworthy span of the bridge is a 124 ft (37.8 m) metal Variable Depth deck girder, movable: double leaf bascule. The bridge was primarily built by Unknown. | 41.302020 | -72.892893 | Ferry Street | Quinnipiac River | New Haven | New Haven County, Connecticut | Connecticut | United States | Metal | Variable Depth | Deck | Girder | Movable: Double Leaf Bascule | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 2 | 1940 | 2008 | Unknown | 7 | 7 | 124 | 37.8 | 431 | 131.37 | 43 | 13.11 | https://historicbridges.org/connecticut/newhavenferrystreetbridge/little_newhavenferrystreetbridge_9331_2_3vib_small.jpg | https://historicbridges.org/connecticut/newhavenferrystreetbridge/little_newhavenferrystreetbridge_9331_2_3vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/newhavenferrystreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.302020,-72.892893 | |||||||||||
| 6673 | Mill Creek Road Bridge | This is a very late example in Ohio of a medium span riveted through truss. The technical description of the main or most noteworthy span of the bridge is a 141 ft (42.98 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 39.148936 | -84.546406 | Mill Creek Road | Mill Creek | Cincinnati | Hamilton County, Ohio | Ohio | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 1953 | 0 | Unknown | 4 | 5 | 141 | 42.98 | 311 | 94.79 | 24 | 7.32 | https://historicbridges.org/ohio/millcreekroadbridge/little_millcreekroadbridge_7774_small.jpg | https://historicbridges.org/ohio/millcreekroadbridge/little_millcreekroadbridge_7774.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/millcreekroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.148936,-84.546406 | |||||||||||
| 6674 | ! | Western Hills Viaduct | This is a massive, long double-deck viaduct including a complex system of ramps and two rare double-deck arch spans. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal Open Spandrel deck arch, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania and MacDougald Construction Company of Atlanta, Georgia. The bridge was primarily designed by J. R. Biedinger. | 39.124722 | -84.541218 | Harrison Avenue | Mill Creek, Spring Grove Avenue, State Avenue, and Railroad | Cincinnati | Hamilton County, Ohio | Ohio | United States | Metal | Open Spandrel | Deck | Arch | Fixed | 0 | 2 | Metal | Deck | Girder | 0 | 41 | 1932 | 1978 | McClintic-Marshall Company of Pittsburgh, Pennsylvania and MacDougald Construction Company of Atlanta, Georgia | J. R. Biedinger | 7 | 7 | 120 | 36.58 | 3145 | 958.6 | 48.2 | 14.69 | https://historicbridges.org/ohio/westernhillsviaduct/little_westernhillsviaduct_8104_5_6vib_small.jpg | https://historicbridges.org/ohio/westernhillsviaduct/little_westernhillsviaduct_8104_5_6vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/westernhillsviaduct/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.124722,-84.541218 | ||||||||||
| 6675 | Queensboro Bridge | 59th Street Bridge, Ed Koch Queensboro Bridge, Blackwell's Island Bridge | Breaking American records when built, this is a famous double-deck cantilever through truss noted for its massive design, ornamental details, and unusual cantilever arrangement. The technical description of the main or most noteworthy span of the bridge is a 1182 ft (360.27 m) metal cantilever multiple-type-connected Baltimore through truss, fixed. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. The bridge was primarily designed by Gustav Lindenthal, Leffert L. Buck, and Other Engineers. | 40.756753 | -73.954217 | 59th Street (NY-25) | East River and Various Roads | New York | Manhattan, New York and Queens, New York | New York | United States | Metal | Baltimore | Multiple-Type-Connected | Through | Truss | Fixed | 40 | Cantilever | 5 | Metal | Warren | Rivet-Connected | Through | Truss | 6 | 0 | 1909 | 1957 | Pennsylvania Steel Company of Steelton, Pennsylvania | Gustav Lindenthal, Leffert L. Buck, and Other Engineers | 10 | 10 | 1182 | 360.27 | 7449 | 2270.46 | 51 | 15.54 | https://historicbridges.org/newyork/queensborobridge/little_queensborobridge_1692_small.jpg | https://historicbridges.org/newyork/queensborobridge/little_queensborobridge_1692.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/queensborobridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.756753,-73.954217 | ||||||
| 6676 | Sandy Lee Watkins Park Bridge | Long Stretch Road Bridge | This rare historic bowstring pony truss was relocated into a park setting, creating a beautiful heritage attraction for the park. The technical description of the main or most noteworthy span of the bridge is a 58 ft (17.68 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 37.768258 | -87.404892 | Pedestrian Walkway | Lick Creek Tributary | Rural | Henderson County, Kentucky | Kentucky | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Pony | Truss | Fixed | 8 | 1 | 0 | 0 | 1880 | 0 | Wrought Iron Bridge Company of Canton, Ohio | 9 | 9 | 58 | 17.68 | 63 | 19.2 | 12 | 3.66 | https://historicbridges.org/kentucky/sandywatkinspark/little_sandywatkinspark_4217_8_9v_small.jpg | https://historicbridges.org/kentucky/sandywatkinspark/little_sandywatkinspark_4217_8_9v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/sandywatkinspark/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.768258,-87.404892 | |||||||||||||
| 6677 | Green Mill Farm Bridge | This is an outstanding example of a mid-1870s King Bridge Company cast and wrought iron bowstring truss bridge. The technical description of the main or most noteworthy span of the bridge is a 148 ft (45.11 m) metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 37.589081 | -86.551514 | Green Farm Road (Falls of Rough Church Lane) | Rough River | Rural | Grayson County, Kentucky and Breckinridge County, Kentucky | Kentucky | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Through | Truss | Fixed | 14 | 1 | 0 | 0 | 1877 | 0 | King Bridge Company of Cleveland, Ohio | 9 | 9 | 148 | 45.11 | 152 | 46.33 | 15 | 4.57 | https://historicbridges.org/kentucky/greensfarmmillbridge/little_greensfarmmillbridge_8226a_small.jpg | https://historicbridges.org/kentucky/greensfarmmillbridge/little_greensfarmmillbridge_8226a.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/greensfarmmillbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.589081,-86.551514 | ||||||||||||||
| 6678 | Rock Lick Creek Bridge | This extremely rare bowstring truss bridge served a road that has been abandoned for a very long time, but it remains open to pedestrian usage on an undeveloped trail. The technical description of the main or most noteworthy span of the bridge is a 115 ft (35.05 m) metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 37.600058 | -86.542247 | Abandoned Alignment of CR-1314 (Earl Moorman Road) | Rock Lick Creek | Rural | Breckinridge County, Kentucky | Kentucky | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 0 | 0 | King Bridge Company of Cleveland, Ohio | 9 | 9 | 115 | 35.05 | 115 | 35.05 | 14 | 4.27 | https://historicbridges.org/kentucky/rocklickcreekbridge/little_rocklickcreekbridge_7730_1_2v_small.jpg | https://historicbridges.org/kentucky/rocklickcreekbridge/little_rocklickcreekbridge_7730_1_2v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/rocklickcreekbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.600058,-86.542247 | ||||||||||||||
| 6679 | Waterville Bridge | This bridge was relocated and preserved for pedestrian use, and is one of only three rare lenticular truss bridges in the country that use a Warren truss configuration. The technical description of the main or most noteworthy span of the bridge is a 220.8 ft (67.3 m) metal pin-connected Lenticular through truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. | 40.480299 | -76.531840 | Appalachian Trail | Swatara Creek | Rural | Lebanon County, Pennsylvania | Pennsylvania | United States | Metal | Lenticular | Pin-Connected | Through | Truss | Fixed | 12 | 1 | 0 | 0 | 1890 | 1985 | Berlin Iron Bridge Company of East Berlin, Connecticut | 9 | 9 | 220.8 | 67.3 | 220.8 | 67.3 | 0 | 0 | https://historicbridges.org/pennsylvania/watervillebridge/little_watervillebridge_5472_small.jpg | https://historicbridges.org/pennsylvania/watervillebridge/little_watervillebridge_5472.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/watervillebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.480299,-76.531840 | ||||||||||||||
| 6680 | Willey Road Bridge | This classic rainbow arch has had beams added to bear traffic loads, but the original arches remain in place. The technical description of the main or most noteworthy span of the bridge is a 62 ft (18.9 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. | 39.286712 | -84.693332 | Willey Road (CR-63) | Paddys Run | Rural | Hamilton County, Ohio | Ohio | United States | Concrete | Rainbow | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1931 | 1996 | Unknown | 7 | 7 | 62 | 18.9 | 65 | 19.81 | 27 | 8.23 | https://historicbridges.org/ohio/willeyroadbridge/little_img_20190922_090104_small.jpg | https://historicbridges.org/ohio/willeyroadbridge/little_img_20190922_090104.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/willeyroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.286712,-84.693332 | |||||||||||||||
| 6681 | ! | Interurban Bridge | Roche de Boeuf Bridge | This bridge is severely deteriorated having been abandoned for decades, but remains one of the largest and earliest Luten arch bridges in America. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by National Concrete Company of Indianapolis, Indiana. The bridge was primarily designed by Daniel Luten. | 41.486457 | -83.728354 | Railroad (Abandoned Ohio Electric Interurban) | Maumee River | Waterville | Lucas County, Ohio and Wood County, Ohio | Ohio | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 12 | 0 | 0 | 1907 | 0 | National Concrete Company of Indianapolis, Indiana | Daniel Luten | 8 | 9 | 90 | 27.43 | 1220 | 371.86 | 16 | 4.88 | https://historicbridges.org/ohio/interurbanbridge/little_interurbanbridge_0742_3_4vib_small.jpg | https://historicbridges.org/ohio/interurbanbridge/little_interurbanbridge_0742_3_4vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/interurbanbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.486457,-83.728354 | ||||||||||||
| 6682 | Beatty Park Bridge 2 | This is one of two small historic stone arch bridges from the 1880s in this historic park. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Floto and Swartz. Special note about bridge location: Note: GPS Location given for this bridge is an estimate. | 40.356598 | -80.630805 | Park Road | Permars Run | Steubenville | Jefferson County, Ohio | Ohio | United States | Note: GPS Location given for this bridge is an estimate. | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1884 | 0 | Floto and Swartz | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/beattypark1884/little_beattypark1884_4_small.jpg | https://historicbridges.org/ohio/beattypark1884/little_beattypark1884_4.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/beattypark1884/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.356598,-80.630805 | ||||||||||||||
| 6683 | Kingston - Port Ewen Suspension Bridge | Wurts Street Bridge | This impressive suspension bridge is the oldest in the Hudson River valley region and is noted for its unusual stiffening truss. The technical description of the main or most noteworthy span of the bridge is a 705 ft (214.88 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by Terry and Tench of New York, New York. The bridge was primarily designed by Holton D. Robinson, Daniel E. Moran, and William H. Yates. | 41.916279 | -73.984160 | Wurts Street | Rondout Creek | Kingston and Port Ewen | Ulster County, New York | New York | United States | Metal | Pony Truss Stiffening | Wire Cable | Suspension | Fixed | 0 | 3 | 0 | 0 | 1921 | 0 | Terry and Tench of New York, New York | Holton D. Robinson, Daniel E. Moran, and William H. Yates | 8 | 8 | 705 | 214.88 | 1063 | 324 | 23.3 | 7.1 | https://historicbridges.org/newyork/kingston/little_kingston_2577_8_9vib_small.jpg | https://historicbridges.org/newyork/kingston/little_kingston_2577_8_9vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/kingston/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.916279,-73.984160 | |||||||||||||
| 6684 | Briscoe Bridge | Yankeetown Road Bridge, Warrick County Bridge 271 | This Whipple truss is unique due to its extremely rare Kingpost truss approach spans. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 37.910198 | -87.295597 | Yankeetown Road (CR-250 West) | Little Pigeon Creek | Rural | Warrick County, Indiana | Indiana | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Kingpost | Pin-Connected | Pony | Truss | 3 | 2 | 1893 | 2012 | Wrought Iron Bridge Company of Canton, Ohio | 9 | 9 | 130 | 39.62 | 206.4 | 62.91 | 14.8 | 4.51 | https://historicbridges.org/indiana/briscoebridge/little_briscoebridge_5555a_small.jpg | https://historicbridges.org/indiana/briscoebridge/little_briscoebridge_5555a.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/briscoebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.910198,-87.295597 | ||||||||
| 6685 | Boner Bridge | Pyeatt's Mill Bridge, Warrick County Bridge 273, Spencer County Bridge 276 | This extremely rare multi-span bowstring truss bridge is one of the oldest bridges of its kind and also sits on rare patented cast iron bents. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 37.942218 | -87.251909 | Boner Road | Little Pigeon Creek | Rural | Warrick County, Indiana and Spencer County, Indiana | Indiana | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Through | Truss | Fixed | 14 | 1 | Metal | Bowstring | Threaded Rod-Nut Connected | Pony | Truss | Fixed | 0 | 2 | 1869 | 2007 | King Bridge Company of Cleveland, Ohio | 9 | 9 | 160 | 48.77 | 261 | 79.55 | 11.8 | 3.6 | https://historicbridges.org/indiana/bonerbridge/little_bonerbridge_5960a_small.jpg | https://historicbridges.org/indiana/bonerbridge/little_bonerbridge_5960a.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/bonerbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.942218,-87.251909 | |||||||
| 6686 | Straight Street Bridge | This bridge is noted as an early rivet-connected Pennsylvania through truss highway bridge. The technical description of the main or most noteworthy span of the bridge is a 251 ft (76.5 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Colin R. Wise. | 40.926292 | -74.166088 | Straight Street | Passaic River | Paterson | Passaic County, New Jersey | New Jersey | United States | Metal | Pennsylvania | Rivet-Connected | Through | Truss | Fixed | 12 | 1 | 0 | 0 | 1907 | 2003 | Unknown | Colin R. Wise | 8 | 8 | 251 | 76.5 | 255 | 77.72 | 27 | 8.23 | https://historicbridges.org/newjersey/straightstreetbridge/little_straightstreetbridge_0177_small.jpg | https://historicbridges.org/newjersey/straightstreetbridge/little_straightstreetbridge_0177.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/straightstreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.926292,-74.166088 | |||||||||||||
| 6687 | Arch Street Bridge | This is an impressive pin-connected through truss bridge with ornamental knee braces. The technical description of the main or most noteworthy span of the bridge is a 178 ft (54.25 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Owego Bridge Company of Owego, New York. | 40.923312 | -74.170090 | Arch Street | Passaic River | Paterson | Passaic County, New Jersey | New Jersey | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 11 | 1 | 0 | 0 | 1905 | 1997 | Owego Bridge Company of Owego, New York | 7 | 7 | 178 | 54.25 | 184 | 56.08 | 27.6 | 8.41 | https://historicbridges.org/newjersey/archstreetbridge/little_archstreetbridge_0204_small.jpg | https://historicbridges.org/newjersey/archstreetbridge/little_archstreetbridge_0204.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/archstreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.923312,-74.170090 | ||||||||||||||
| 6688 | Avondale Bridge | De Jessa Memorial Bridge | This attractive swing bridge also includes pony truss approach spans. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal multiple-type-connected Double-Intersection Warren through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by New Jersey Bridge Company of Manasquan, New Jersey. | 40.811034 | -74.138517 | Kingsland Avenue and Park Avenue | Passaic River | Nutley and Lyndhurst | Essex County, New Jersey and Bergen County, New Jersey | New Jersey | United States | Metal | Double-Intersection Warren | Multiple-Type-Connected | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 0 | 1 | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 2 | 1904 | 1986 | New Jersey Bridge Company of Manasquan, New Jersey | 8 | 8 | 200 | 60.96 | 364 | 110.95 | 27 | 8.23 | https://historicbridges.org/newjersey/avondalebridge/little_avondalebridge_0912_3_4vr_small.jpg | https://historicbridges.org/newjersey/avondalebridge/little_avondalebridge_0912_3_4vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/avondalebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.811034,-74.138517 | ||||||
| 6689 | Court Street Bridge | Harold J. Dillard Memorial Bridge | This classic example of a through truss highway swing bridge has been extensively rehabilitated and preserved. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal multiple-type-connected Warren through truss, movable: swing, Center Bearing Center Pier. The bridge was primarily built by F. R. Long Company of Hackensack, New Jersey. | 40.879172 | -74.039707 | Court Street (CR-12, CR-56) | Hackensack River | Hackensack | Bergen County, New Jersey | New Jersey | United States | Metal | Warren | Multiple-Type-Connected | Through | Truss | Movable: Swing | Center Bearing Center Pier | 0 | 1 | Pre-Stressed Concrete | Box Beam | Fixed | 0 | 2 | 1908 | 2012 | F. R. Long Company of Hackensack, New Jersey | 8 | 8 | 180 | 54.86 | 315 | 96.01 | 30 | 9.14 | https://historicbridges.org/newjersey/courtstreethackensack/little_courtstreethackensack_9411_2_3vib_small.jpg | https://historicbridges.org/newjersey/courtstreethackensack/little_courtstreethackensack_9411_2_3vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/courtstreethackensack/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.879172,-74.039707 | |||||||||
| 6690 | Dock Bridge | This is a massive pair of railroad vertical lift bridges that sit right beside each other. The technical description of the main or most noteworthy span of the bridge is a 230 ft (70.1 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Waddell and Hardesty of New York, New York. | 40.736135 | -74.161438 | Railroad (Amtrak) | Passaic River | Newark and Harrison | Essex County, New Jersey and Hudson County, New Jersey | New Jersey | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Deck | Girder | Fixed | 0 | 4 | 1935 | 0 | Unknown | Waddell and Hardesty of New York, New York | 7 | 7 | 230 | 70.1 | 520 | 158.5 | 0 | 0 | https://historicbridges.org/newjersey/dockbridge/little_jacksonstreet012010_small.jpg | https://historicbridges.org/newjersey/dockbridge/little_jacksonstreet012010.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/dockbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.736135,-74.161438 | |||||||||
| 6691 | Gregory Avenue Bridge | This classic highway swing bridge no longer operates for boats but its swing truss remains in good condition. The technical description of the main or most noteworthy span of the bridge is a 245 ft (74.68 m) metal multiple-type-connected Pratt through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Owego Bridge Company of Owego, New York. | 40.854315 | -74.119602 | Gregory Avenue | Passaic River | Passaic and Wallington | Passaic County, New Jersey and Bergen County, New Jersey | New Jersey | United States | Metal | Pratt | Multiple-Type-Connected | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 0 | 1 | 0 | 0 | 1906 | 1989 | Owego Bridge Company of Owego, New York | 7 | 7 | 245 | 74.68 | 245 | 74.68 | 28.8 | 8.78 | https://historicbridges.org/newjersey/gregoryavenuebridge/little_gregoryavenuebridge_0789_90_91vib_small.jpg | https://historicbridges.org/newjersey/gregoryavenuebridge/little_gregoryavenuebridge_0789_90_91vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/gregoryavenuebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.854315,-74.119602 | |||||||||||||
| 6692 | Bridge Street Bridge | This swing bridge is noted for its rare curved top chord and vertical end posts. The technical description of the main or most noteworthy span of the bridge is a 243 ft (74.07 m) metal rivet-connected Double-Intersection Warren through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by American Bridge Company of New York, New York. | 40.745178 | -74.165752 | Bridge Street (Harrison Avenue) | Passaic River | Newark and Harrison | Essex County, New Jersey and Hudson County, New Jersey | New Jersey | United States | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 0 | 1913 | 1981 | American Bridge Company of New York, New York | 8 | 8 | 243 | 74.07 | 371 | 113.08 | 29 | 8.84 | https://historicbridges.org/newjersey/newarkbridgestreet/little_newarkbridgestreet_1473_4_5vib_small.jpg | https://historicbridges.org/newjersey/newarkbridgestreet/little_newarkbridgestreet_1473_4_5vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/newarkbridgestreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.745178,-74.165752 | ||||||||||
| 6693 | Newark Drawbridge | Morristown Line Bridge | This is a very rare example of a double-deck railroad swing bridge. The technical description of the main or most noteworthy span of the bridge is a 221 ft (67.36 m) metal rivet-connected Pratt through truss, movable: swing, Center Pier. The bridge was primarily built by American Bridge Company of New York, New York. | 40.747446 | -74.165891 | Railroad (New Jersey Transit) | Passaic River | Newark and Harrison | Essex County, New Jersey and Hudson County, New Jersey | New Jersey | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Movable: Swing | Center Pier | 8 | 1 | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 5 | 0 | 1903 | 0 | American Bridge Company of New York, New York | 8 | 7 | 221 | 67.36 | 870 | 265.18 | 30.2 | 9.2 | https://historicbridges.org/newjersey/newarkrailroadbridge/little_newarkrailroadbridge_1443_4_5vib_small.jpg | https://historicbridges.org/newjersey/newarkrailroadbridge/little_newarkrailroadbridge_1443_4_5vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/newarkrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.747446,-74.165891 | ||||||
| 6695 | William A. Stickel Memorial Bridge | This massive 1940s vertical lift bridge has some minor architectural embellishments that reflect the period it was built in. The technical description of the main or most noteworthy span of the bridge is a 222 ft (67.67 m) metal rivet-connected Warren through truss, movable: vertical lift, Tower Drive. The bridge was primarily built by Unknown. The bridge was primarily designed by Waddell and Hardesty of New York, New York. | 40.748042 | -74.165855 | I-280 | Passaic River and Passaic Avenue | Newark and Harrison | Essex County, New Jersey and Hudson County, New Jersey | New Jersey | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Vertical Lift | Tower Drive | 8 | 1 | Metal | Deck | Girder | Fixed | 0 | 3 | 1948 | 1973 | Unknown | Waddell and Hardesty of New York, New York | 7 | 6 | 222 | 67.67 | 626 | 190.8 | 74 | 22.56 | https://historicbridges.org/newjersey/williamastickelmemorial/little_williamastickelmemorial_2448_49_50vib_small.jpg | https://historicbridges.org/newjersey/williamastickelmemorial/little_williamastickelmemorial_2448_49_50vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/williamastickelmemorial/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.748042,-74.165855 | ||||||||
| 6696 | Hackensack River Railroad Bridge | This is a small, low level deck plate girder swing railroad bridge. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, movable: swing, Center Pier. The bridge was primarily built by Unknown. | 40.881192 | -74.037399 | Railroad (New York, Susquehanna, and Western) | Hackensack River | Hackensack | Bergen County, New Jersey | New Jersey | United States | Metal | Deck | Girder | Movable: Swing | Center Pier | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 0 | 1914 | 0 | Unknown | 6 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newjersey/hackensackriverrailroadbridge/little_hackensackriverrailroadbridge_9378_79_80vib_small.jpg | https://historicbridges.org/newjersey/hackensackriverrailroadbridge/little_hackensackriverrailroadbridge_9378_79_80vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/hackensackriverrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.881192,-74.037399 | |||||||||||
| 6697 | Yancey Road Bridge | This bridge, one of only two lenticular through truss bridges west of the Mississippi River, was relocated and preserved on a private ranch. The technical description of the main or most noteworthy span of the bridge is a 109 ft (33.22 m) metal pin-connected Lenticular through truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut, William Payson, Agent. Special note about bridge location: This bridge is located on a private ranch. | 29.071303 | -99.128538 | Yancey Road | Tehuacana Creek Pond | Rural | Frio County, Texas | Texas | United States | This bridge is located on a private ranch. | Metal | Lenticular | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1891 | 2003 | Berlin Iron Bridge Company of East Berlin, Connecticut, William Payson, Agent | 9 | 9 | 109 | 33.22 | 109.2 | 33.28 | 10.8 | 3.29 | https://historicbridges.org/texas/yanceyroadbridge/little_yanceyroadbridge_0618_19_20vib_small.jpg | https://historicbridges.org/texas/yanceyroadbridge/little_yanceyroadbridge_0618_19_20vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/yanceyroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.071303,-99.128538 | |||||||||||||
| 6698 | Le pont du Bac (The Bac Bridge) | This bridge, the only Macquet Parabolic truss bridge in Saguenay–Lac-Saint-Jean, has been fully restored for continued vehicular use. The technical description of the main or most noteworthy span of the bridge is a 183 ft (55.78 m) metal rivet-connected Macquet Parabolic through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Gérard Macquet. | 48.365969 | -71.609471 | Route du Bac | Lac Kénogamichiche | Hébertville | Saguenay-Lac-Saint-Jean, Québec | Québec | United States | Metal | Macquet Parabolic | Rivet-Connected | Through | Truss | Fixed | 14 | 1 | 0 | 2 | 1892 | 0 | Unknown | Gérard Macquet | 9 | 10 | 183 | 55.78 | 270 | 82.3 | 15.4 | 4.69 | https://historicbridges.org/quebec/hebertville/little_hebertville_7874aa_small.jpg | https://historicbridges.org/quebec/hebertville/little_hebertville_7874aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/hebertville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.365969,-71.609471 | |||||||||||||
| 6699 | Le pont de l’Aqueduc (Aqueduct Bridge) | This bridge was originally built to carry water pipes, but today this bridge, resembling a British style tubular girder, carries pedestrian traffic. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal deck girder, fixed. The bridge was primarily built by Unknown. | 46.810680 | -71.253050 | Pedestrian Walkway | Rivière Saint-Charles | Québec | Capitale-Nationale, Québec | Québec | United States | Metal | Deck | Girder | Fixed | 0 | 1 | 0 | 0 | 1885 | 0 | Unknown | 9 | 9 | 160 | 48.77 | 160 | 48.77 | 0 | 0 | https://historicbridges.org/quebec/ruedeverdun/little_ruedeverdun_4544aa_small.jpg | https://historicbridges.org/quebec/ruedeverdun/little_ruedeverdun_4544aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/ruedeverdun/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.810680,-71.253050 | ||||||||||||||||
| 6700 | Pont du parc Saint-Nicolas (St. Nicolas Park Bridge) | Pont de Saint-Thomas | Preserved for vehicular use in a park setting, this is one of only a couple known Schwedler truss bridges in all of North America. The technical description of the main or most noteworthy span of the bridge is a 115 ft (35.05 m) metal rivet-connected Schwedler through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Gérard Macquet. | 46.977043 | -70.549761 | Rue Cloutier | Rivière Bras Saint-Nicolas | Montmagny | Chaudiére-Appalaches, Québec | Québec | United States | Metal | Schwedler | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1892 | 2016 | Unknown | Gérard Macquet | 9 | 10 | 115 | 35.05 | 115 | 35.05 | 0 | 0 | https://historicbridges.org/quebec/montmagny/little_montmagny_9077_8_9vaa_small.jpg | https://historicbridges.org/quebec/montmagny/little_montmagny_9077_8_9vaa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/montmagny/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.977043,-70.549761 | ||||||||||||
| 6701 | Pont Rue Price (Rue Price Bridge) | This is a unique continuous through truss with unusual design details that has been bypassed and abandoned. The technical description of the main or most noteworthy span of the bridge is a 325 ft (99.06 m) metal continuous rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Unknown. | 48.441863 | -71.240239 | Rue Price (Old Alignment) | Rivière Saguenay (Saguenay River) | Saguenay (Jonquière) | Saguenay-Lac-Saint-Jean, Québec | Québec | United States | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 28 | Continuous | 3 | 0 | 0 | 0 | 0 | Unknown | 8 | 9 | 325 | 99.06 | 507 | 154.53 | 0 | 0 | https://historicbridges.org/quebec/rueprice/little_rueprice_7031aa_small.jpg | https://historicbridges.org/quebec/rueprice/little_rueprice_7031aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/rueprice/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.441863,-71.240239 | |||||||||||||
| 6702 | Pont d'aluminium d'Arvida (Arvida Aluminum Bridge) | This bridge was the first in the world to be built completely of aluminum, and it is also one of the most visually impressive aluminum bridges in the world. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal (aluminum) hingeless deck arch, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec and Pic Construction Company. The bridge was primarily designed by Surveyer Nenniger and Chenevert. | 48.444759 | -71.218337 | Route du Pont (Route de la Dam Deux) | Rivière Saguenay | Saguenay (Jonquière) | Saguenay-Lac-Saint-Jean, Québec | Québec | United States | Metal (Aluminum) | Hingeless | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1950 | 0 | Dominion Bridge Company of Montréal, Québec and Pic Construction Company | Surveyer Nenniger and Chenevert | 10 | 10 | 300 | 91.44 | 504 | 153.62 | 0 | 0 | https://historicbridges.org/quebec/arvida/little_arvida_6845aa_small.jpg | https://historicbridges.org/quebec/arvida/little_arvida_6845aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/arvida/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.444759,-71.218337 | ||||||||||||||
| 6703 | Henderson Crossing Bridge | This pony truss bridge was relocated to a park setting, and is a rare example of a hybrid pin and rivet connected truss documenting the development of truss bridge technology. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) metal multiple-type-connected Warren pony truss, fixed. The bridge was primarily built by George E. King Bridge Company of Des Moines, Iowa. | 30.650902 | -97.004932 | Pedestrian Walkway | Rockdale Skate Park Grounds | Rockdale | Milam County, Texas | Texas | United States | Metal | Warren | Multiple-Type-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1901 | 0 | George E. King Bridge Company of Des Moines, Iowa | 7 | 7 | 65 | 19.81 | 65 | 19.81 | 0 | 0 | https://historicbridges.org/texas/hendersoncrossingbridge/little_hendersoncrossingbridge_4454_small.jpg | https://historicbridges.org/texas/hendersoncrossingbridge/little_hendersoncrossingbridge_4454.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/hendersoncrossingbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.650902,-97.004932 | ||||||||||||||
| 6704 | Pont Tessier | Located in the heart of this attractive small village is one of only two known Schwedler truss bridges in all of North America. The technical description of the main or most noteworthy span of the bridge is a 155 ft (47.24 m) metal rivet-connected Schwedler through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. The bridge was primarily designed by Gérard Macquet. | 46.890870 | -71.835381 | Avenue St. Michel | Rivière Sainte-Anne | Saint-Raymond | Capitale-Nationale, Québec | Québec | Canada | Metal | Schwedler | Rivet-Connected | Through | Truss | Fixed | 12 | 1 | 0 | 0 | 1889 | 0 | Dominion Bridge Company of Montréal, Québec | Gérard Macquet | 9 | 10 | 155 | 47.24 | 155 | 47.24 | 0 | 0 | https://historicbridges.org/quebec/saintraymond/little_saintraymond_0503_4_5vaa_small.jpg | https://historicbridges.org/quebec/saintraymond/little_saintraymond_0503_4_5vaa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/saintraymond/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.890870,-71.835381 | |||||||||||||
| 6705 | US-190 Colorado River Bridge | This is a classic small scale riveted continuous through truss bridge which also features a fairly long series of approach spans. The technical description of the main or most noteworthy span of the bridge is a 240 ft (73.15 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Virginia Bridge and Iron Company of Roanoke, Virginia. The bridge was primarily designed by Texas Highway Department. | 31.218374 | -98.564531 | US-190 | Colorado River | Rural | Lampasas County, Texas and San Saba County, Texas | Texas | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 10 | 3 | Metal | Stringer (Multi-Beam) | Fixed | 0 | Continuous | 9 | 1940 | 0 | Virginia Bridge and Iron Company of Roanoke, Virginia | Texas Highway Department | 7 | 8 | 240 | 73.15 | 1295 | 394.72 | 24 | 7.32 | https://historicbridges.org/texas/us190coloradoriverbridge/little_us190coloradoriverbridge_7137_small.jpg | https://historicbridges.org/texas/us190coloradoriverbridge/little_us190coloradoriverbridge_7137.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/us190coloradoriverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.218374,-98.564531 | |||||||||
| 6706 | US-67 Brazos River Bridge | This is a classic small scale riveted continuous through truss bridge that has been repaired despite damage from truck hits. The technical description of the main or most noteworthy span of the bridge is a 250 ft (76.2 m) metal continuous rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Texas Highway Department. | 32.271965 | -97.663919 | US-67 Westbound | Brazos River | Rural | Somervell County, Texas | Texas | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 10 | Continuous | 3 | Metal | Stringer (Multi-Beam) | Fixed | 0 | Continuous | 9 | 1947 | 2008 | Unknown | Texas Highway Department | 7 | 7 | 250 | 76.2 | 1197 | 364.85 | 27.7 | 8.44 | https://historicbridges.org/texas/us67brazosriverbridge/little_us67brazosriverbridge_1824_5_6vib_small.jpg | https://historicbridges.org/texas/us67brazosriverbridge/little_us67brazosriverbridge_1824_5_6vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/us67brazosriverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.271965,-97.663919 | ||||||||
| 6707 | Crossman Road Bridge | This bridge is noted for its unique portal bracing knees that double as bridge plaques. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. | 42.863607 | -78.046693 | Crossman Road | Oatka Creek | Rural | Wyoming County, New York | New York | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1887 | 0 | Groton Bridge Company of Groton, New York | 7 | 8 | 110 | 33.53 | 113 | 34.44 | 12.5 | 3.81 | https://historicbridges.org/newyork/crossman/little_rickmcomberimg3060_small.jpg | https://historicbridges.org/newyork/crossman/little_rickmcomberimg3060.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/crossman/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.863607,-78.046693 | ||||||||||||||
| 6708 | ! | Bennett Beach Bridge | Big Sister Creek Bridge | Located in a scenic beach setting, this rare riveted Howe truss pedestrian footbridge has partially collapsed due to deteriorating substructure. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Howe through truss, fixed. The bridge was primarily built by Unknown. | 42.660446 | -79.062217 | Pedestrian Walkway | Big Sister Creek | Angola on the Lake | Erie County, New York | New York | United States | Metal | Howe | Rivet-Connected | Through | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/bigsister/little_rickmcomber_img_2865_small.jpg | https://historicbridges.org/newyork/bigsister/little_rickmcomber_img_2865.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/bigsister/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.660446,-79.062217 | ||||||||||||
| 6709 | Clarksburg Bridge | This classic Pratt truss is a good representative example a bridge by the Owego Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 102.7 ft (31.3 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Owego Bridge Company of Owego, New York. | 42.619599 | -78.831328 | Clarksburg Road | South Branch 18 Mile Creek | Clarksburg | Erie County, New York | New York | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 1911 | 1988 | Owego Bridge Company of Owego, New York | 7 | 7 | 102.7 | 31.3 | 105 | 32 | 14.4 | 4.39 | https://historicbridges.org/newyork/clarksburg/little_rickmcomber_aclarksburg_small.jpg | https://historicbridges.org/newyork/clarksburg/little_rickmcomber_aclarksburg.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/clarksburg/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.619599,-78.831328 | ||||||||||||||
| 6710 | ! | Cherry Shoals Bridge | This is an extremely old and very rare example of a pin-connected Baltimore truss, also noted for its unusual design details. The technical description of the main or most noteworthy span of the bridge is a 192 ft (58.52 m) metal pin-connected Baltimore through truss, fixed. The bridge was primarily built by Milwaukee Bridge and Iron Works of Milwaukee, Wisconsin. | 38.170921 | -88.105175 | CR 1450 East (TR 308) | Little Wabash River | Rural | White County, Illinois | Illinois | United States | Metal | Baltimore | Pin-Connected | Through | Truss | Fixed | 12 | 1 | 0 | 0 | 1878 | 0 | Milwaukee Bridge and Iron Works of Milwaukee, Wisconsin | 9 | 9 | 192 | 58.52 | 192 | 58.52 | 0 | 0 | https://historicbridges.org/illinois/cherryshoalsbridge/little_cherryshoalsbridge_3293_4_5v_small.jpg | https://historicbridges.org/illinois/cherryshoalsbridge/little_cherryshoalsbridge_3293_4_5v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/cherryshoalsbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.170921,-88.105175 | |||||||||||||
| 6712 | ! | Fairground Street Bridge | This is the oldest and most significant historic bridge in Mississippi, and its future is uncertain. The technical description of the main or most noteworthy span of the bridge is a 91.6 ft (27.92 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Keystone Bridge Company of Pittsburgh, Pennsylvania. | 32.337841 | -90.890490 | Fairground Street | Railroad (Kansas City Southern Railroad) | Vicksburg | Warren County, Mississippi | Mississippi | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 2 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 0 | 1868 | 1895 | Keystone Bridge Company of Pittsburgh, Pennsylvania | 9 | 10 | 91.6 | 27.92 | 512.2 | 156.12 | 15.7 | 4.79 | https://historicbridges.org/mississippi/vicksburgfairgroundstreet/little_vicksburgfairgroundstreetbridge_brg_4431_small.jpg | https://historicbridges.org/mississippi/vicksburgfairgroundstreet/little_vicksburgfairgroundstreetbridge_brg_4431.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=mississippi/vicksburgfairgroundstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.337841,-90.890490 | ||||||||||
| 6713 | Georgetown Bridge | A rare example of a small-scale continuous through truss bridge in Mississippi, this bridge retains good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 250 ft (76.2 m) metal continuous rivet-connected Warren through truss, fixed. The bridge was primarily built by Nashville Bridge Company of Nashville, Tennessee and E. W. Hable. | 31.875327 | -90.138270 | MS-28 | Pearl River | Rural (Near Georgetown) | Copiah County, Mississippi and Simpson County, Mississippi | Mississippi | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 10 | Continuous | 3 | 0 | 0 | 1940 | 0 | Nashville Bridge Company of Nashville, Tennessee and E. W. Hable | 7 | 8 | 250 | 76.2 | 555 | 169.16 | 24 | 7.32 | https://historicbridges.org/mississippi/georgetownbridge/little_georgetownbridge_brg_6684_5_6vib_small.jpg | https://historicbridges.org/mississippi/georgetownbridge/little_georgetownbridge_brg_6684_5_6vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=mississippi/georgetownbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.875327,-90.138270 | |||||||||||||
| 6714 | Montezuma Bridge | Indiana State Highway Bridge 36-83-3492A | This bridge is one of the longest surviving examples of Indiana's beautiful standard through truss design. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Robert H. King of Danville, Indiana and Calumet Paving Company of Zionsville, Indiana. The bridge was primarily designed by Indiana State Highway Commission. | 39.792389 | -87.375054 | US-36 | Wabash River | Montezuma | Parke County, Indiana and Vermillion County, Indiana | Indiana | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 0 | 6 | Concrete | Slab | Fixed | 0 | 2 | 1949 | 2018 | Robert H. King of Danville, Indiana and Calumet Paving Company of Zionsville, Indiana | Indiana State Highway Commission | 7 | 8 | 200 | 60.96 | 1258 | 383.44 | 29.2 | 8.9 | https://historicbridges.org/indiana/montezuma/little_montezuma_6548a_small.jpg | https://historicbridges.org/indiana/montezuma/little_montezuma_6548a.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/montezuma/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.792389,-87.375054 | |||||||||
| 6715 | Charenton Canal Bridge | This large and impressive bridge is one of the only remaining examples of a rare K-truss bridge in the state. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal rivet-connected K-Parker through truss, fixed. The bridge was primarily built by Austin Bridge Company of Dallas, Texas and Nashville Bridge Company of Nashville, Tennessee. The bridge was primarily designed by Louisiana Highway Commission. | 29.825308 | -91.537941 | LA-182 | Charenton Canal | Baldwin | St. Mary Parish, Louisiana | Louisiana | United States | Metal | K-Parker | Rivet-Connected | Through | Truss | Fixed | 12 | 1 | Concrete | T-Beam | Fixed | 0 | 52 | 1941 | 1973 | Austin Bridge Company of Dallas, Texas and Nashville Bridge Company of Nashville, Tennessee | Louisiana Highway Commission | 8 | 9 | 300 | 91.44 | 2380 | 725.42 | 0 | 0 | https://historicbridges.org/louisiana/charentoncanalbridge/little_charentoncanalbridge_brg_1056_small.jpg | https://historicbridges.org/louisiana/charentoncanalbridge/little_charentoncanalbridge_brg_1056.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/charentoncanalbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.825308,-91.537941 | ||||||||||
| 6717 | Pont Saint-Pie (Saint-Pie Bridge) | This modified (subdivided) Double-Intersection Warren through truss bridge has been closed to vehicular traffic, but remains open to pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 221 ft (67.36 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Phoenix Bridge and Iron Works of Montréal, Québec (Phoenix Bridge Company of Phoenixville, Pennsylvania). | 45.498412 | -72.905139 | Rue Montcalm | Rivière Noire | Saint-Pie | Montérégie, Québec | Québec | Canada | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 18 | 2 | 0 | 0 | 1908 | 0 | Phoenix Bridge and Iron Works of Montréal, Québec (Phoenix Bridge Company of Phoenixville, Pennsylvania) | 8 | 8 | 221 | 67.36 | 228 | 69.49 | 16 | 4.88 | https://historicbridges.org/quebec/saintpiehighway/little_saintpiehighway_1571aa_small.jpg | https://historicbridges.org/quebec/saintpiehighway/little_saintpiehighway_1571aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/saintpiehighway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.498412,-72.905139 | ||||||||||||||
| 6718 | Pont Ferroviaire de Saint Pie (Saint Pie Railway Bridge) | This rare pin-connected truss bridge appears to be a very old example of a railroad truss bridge in the province. The technical description of the main or most noteworthy span of the bridge is a 155 ft (47.24 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 45.499190 | -72.906160 | Railroad (Abandoned Central Maine and Quebec Railway, St-Guillaume Subdivision) | Rivière Noire | Saint-Pie | Montérégie, Québec | Québec | Canada | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 9 | 2 | 0 | 0 | 0 | 0 | Unknown | 8 | 8 | 155 | 47.24 | 315 | 96.01 | 14 | 4.27 | https://historicbridges.org/quebec/saintpierail/little_saintpierail_1202aa_small.jpg | https://historicbridges.org/quebec/saintpierail/little_saintpierail_1202aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/saintpierail/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.499190,-72.906160 | ||||||||||||||
| 6719 | Pont MacKenzie (MacKenzie Bridge) | This bridge consists of two large, impressive through truss spans and was built from steel of many different mills. The technical description of the main or most noteworthy span of the bridge is a 370 ft (112.78 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. | 45.657890 | -72.144450 | Rue Bridge (Rue Craig) | Rivière Saint-François | Richmond | Estrie, Québec | Québec | Canada | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 20 | 2 | 0 | 0 | 1903 | 2010 | Dominion Bridge Company of Montréal, Québec | 8 | 9 | 370 | 112.78 | 760 | 231.65 | 18 | 5.49 | https://historicbridges.org/quebec/richmondhighway/little_richmondhighway_4874_5_6vaa_small.jpg | https://historicbridges.org/quebec/richmondhighway/little_richmondhighway_4874_5_6vaa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/richmondhighway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.657890,-72.144450 | ||||||||||||||
| 6720 | Running Creek Number 1 Bridge | This pony truss has been abandoned and is partially collapsed. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 42.590367 | -82.435391 | Private Access (Abandoned) | Running Creek Number 1 | Rural | Chatham-Kent Region, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 45 | 13.72 | 45 | 13.72 | 0 | 0 | https://historicbridges.org/ontario/arnoldprivate/little_arnoldprivate_5675aa_small.jpg | https://historicbridges.org/ontario/arnoldprivate/little_arnoldprivate_5675aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/arnoldprivate/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.590367,-82.435391 | ||||||||||||||
| 6721 | Pont de la rivière des Anglais (English River Bridge) | With lightweight details and ornamental portal bracing knees, this is an extremely rare example of a pin-connected highway truss in the province. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on private property. | 45.156730 | -73.761330 | Private Drive | Rivière des Anglais (English River) | Rural | Montérégie, Québec | Québec | Canada | This bridge is on private property. | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 0 | 0 | Unknown | 8 | 8 | 120 | 36.58 | 120 | 36.58 | 0 | 0 | https://historicbridges.org/quebec/rangduruisseaunorton/little_rangduruisseaunorton_7910aa_small.jpg | https://historicbridges.org/quebec/rangduruisseaunorton/little_rangduruisseaunorton_7910aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/rangduruisseaunorton/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.156730,-73.761330 | |||||||||||||
| 6722 | Pont 3 (Bridge 3) | One of the rarest types of movable bridge, this is the only known retractile bridge in Canada. The technical description of the main or most noteworthy span of the bridge is a 56 ft (17.07 m) metal stringer (multi-beam), movable: retractile. The bridge was primarily built by L. L. and Company of Montréal, Québec. | 45.437858 | -73.257461 | Pedestrian Walkway | Canal de Chambly | Chambly | Montérégie, Québec | Québec | Canada | Metal | Stringer (Multi-Beam) | Movable: Retractile | 0 | 1 | 0 | 0 | 1893 | 2018 | L. L. and Company of Montréal, Québec | 10 | 10 | 56 | 17.07 | 56 | 17.07 | 10.6 | 3.23 | https://historicbridges.org/quebec/chamblycanal2/little_chamblycanal2_9893aa_small.jpg | https://historicbridges.org/quebec/chamblycanal2/little_chamblycanal2_9893aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/chamblycanal2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.437858,-73.257461 | |||||||||||||||||
| 6723 | Pont 7 (Bridge 7) | This bobtail swing bridge is the only through truss on the historic Canal de Chambly. The technical description of the main or most noteworthy span of the bridge is a 114 ft (34.75 m) metal rivet-connected Warren through truss, movable: swing, Center Bearing Bobtail. The bridge was primarily built by Unknown. | 45.408750 | -73.253420 | Chemin Sainte-Thérèse | Canal de Chambly | Rural | Montérégie, Québec | Québec | Canada | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Swing | Center Bearing Bobtail | 7 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 114 | 34.75 | 114 | 34.75 | 16.6 | 5.06 | https://historicbridges.org/quebec/chamblycanal4/little_chamblycanal4_0626aa_small.jpg | https://historicbridges.org/quebec/chamblycanal4/little_chamblycanal4_0626aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/chamblycanal4/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.408750,-73.253420 | |||||||||||||
| 6724 | Pont d'entrée du canal Chambly (Chambly Canal Inlet Bridge) | This is one of the smallest through plate girders ever seen, and parallels the Canal de Chambly on a towpath. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 45.436728 | -73.255978 | Canal de Chambly Towpath (Pedestrian Walkway) | Canal de Chambly | Rural | Montérégie, Québec | Québec | Canada | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 24 | 7.32 | 24 | 7.32 | 0 | 0 | https://historicbridges.org/quebec/chamblycanal2b/little_chamblycanal2_9959aa_small.jpg | https://historicbridges.org/quebec/chamblycanal2b/little_chamblycanal2_9959aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/chamblycanal2b/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.436728,-73.255978 | ||||||||||||||||
| 6725 | Pont 4 (Bridge 4) | This rare hand turned swing bridge is the only such bridge regularly operated on Canal de Chambly. The technical description of the main or most noteworthy span of the bridge is a 62 ft (18.9 m) metal rivet-connected Double-Intersection Warren pony truss, movable: swing, Center Bearing Bobtail. The bridge was primarily built by Phoenix Bridge and Iron Works of Montréal, Québec (Phoenix Bridge Company of Phoenixville, Pennsylvania). | 45.431180 | -73.252800 | Rue du Pont 4 | Canal de Chambly | Rural | Montérégie, Québec | Québec | Canada | Metal | Double-Intersection Warren | Rivet-Connected | Pony | Truss | Movable: Swing | Center Bearing Bobtail | 9 | 1 | 0 | 0 | 1921 | 0 | Phoenix Bridge and Iron Works of Montréal, Québec (Phoenix Bridge Company of Phoenixville, Pennsylvania) | 7 | 7 | 62 | 18.9 | 62 | 18.9 | 0 | 0 | https://historicbridges.org/quebec/chamblycanal3/little_chamblycanal3_0152aa_small.jpg | https://historicbridges.org/quebec/chamblycanal3/little_chamblycanal3_0152aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/chamblycanal3/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.431180,-73.252800 | |||||||||||||
| 6726 | Pont 9 (Bridge 9) | This bobtail swing bridge has been abandoned in the open position along this historic canal. The technical description of the main or most noteworthy span of the bridge is a 67 ft (20.42 m) metal multiple-type-connected Double-Intersection Warren pony truss, fixed, Center Bearing Bobtail. The bridge was primarily built by Montréal Bridge Works of Montréal, Québec. | 45.384010 | -73.257300 | Rue de l'Île-Sainte-Marie | Canal de Chambly | Rural | Montérégie, Québec | Québec | Canada | Metal | Double-Intersection Warren | Multiple-Type-Connected | Pony | Truss | Fixed | Center Bearing Bobtail | 0 | 1 | 0 | 0 | 1888 | 1923 | Montréal Bridge Works of Montréal, Québec | 7 | 7 | 67 | 20.42 | 70 | 21.34 | 14 | 4.27 | https://historicbridges.org/quebec/chamblycanal5/little_chamblycanal5_0806aa_small.jpg | https://historicbridges.org/quebec/chamblycanal5/little_chamblycanal5_0806aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/chamblycanal5/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.384010,-73.257300 | |||||||||||||
| 6727 | Pont 2 (Bridge 2) | This rivet connected bobtail pony truss swing bridge has been abandoned in the open position. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal rivet-connected arch, fixed. The bridge was primarily built by Unknown. | 45.441530 | -73.266750 | Rue de l'Église | Canal de Chambly | Chambly | Montérégie, Québec | Québec | Canada | Metal | Rivet-Connected | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 70 | 21.34 | 70 | 21.34 | 0 | 0 | https://historicbridges.org/quebec/chamblycanal1/little_chamblycanal1_9683aa_small.jpg | https://historicbridges.org/quebec/chamblycanal1/little_chamblycanal1_9683aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/chamblycanal1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.441530,-73.266750 | ||||||||||||||||
| 6728 | Pont du Rang de l'Île (Rang de l'Île Bridge) | This impressive bridge is noted for its length including a combination of through truss and pony truss spans. The technical description of the main or most noteworthy span of the bridge is a 240 ft (73.15 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Nicolet Construction Company. The bridge was primarily designed by Louis-Philippe-Herménégilde Bourk (Colonel Bourk) . | 46.217210 | -72.598920 | Rang de l'Île | Rivière Nicolet | Nicolet | Centre-du-Québec, Québec | Québec | Canada | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 16 | 1 | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 3 | 1917 | 0 | Nicolet Construction Company | Louis-Philippe-Herménégilde Bourk (Colonel Bourk) | 7 | 8 | 240 | 73.15 | 455 | 138.68 | 0 | 0 | https://historicbridges.org/quebec/nicolet/little_nicolet_3770_1_2vaa_small.jpg | https://historicbridges.org/quebec/nicolet/little_nicolet_3821_2_3vaa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/nicolet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.217210,-72.598920 | |||||||
| 6730 | Pont Camille-Parenteau (Camille-Parenteau Bridge) | This is a long multi-span truss bridge that contains a swing span hidden among all the fixed truss spans. The technical description of the main or most noteworthy span of the bridge is a 154 ft (46.94 m) metal rivet-connected Polygonal Warren through truss, movable: swing, Center Pier. The bridge was primarily built by MacKinnon Steel Corporation of Sherbrooke, Québec. | 46.004940 | -72.910760 | QC-132 (Rue du Pont) | Rivière Yamaska | Yamaska and Yamaska-Est | Montérégie, Québec | Québec | Canada | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Movable: Swing | Center Pier | 8 | 1 | Metal | Pennsylvania | Rivet-Connected | Through | Truss | 12 | 5 | 1931 | 0 | MacKinnon Steel Corporation of Sherbrooke, Québec | 7 | 7 | 154 | 46.94 | 990 | 301.75 | 0 | 0 | https://historicbridges.org/quebec/yamaska/little_yamaska_2954_5_6vaa_small.jpg | https://historicbridges.org/quebec/yamaska/little_yamaska_2954_5_6vaa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/yamaska/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.004940,-72.910760 | ||||||||
| 6731 | Pont suspendu de Beauharnois (Beauharnois Suspension Bridge) | This is a suspension bridge built ca. 1951 next to an enormous hydroelectric power plant. The technical description of the main or most noteworthy span of the bridge is a 580 ft (176.78 m) metal deck truss stiffening wire cable suspension, fixed. The bridge was primarily built by Unknown. | 45.315343 | -73.904786 | QC-132 (Boulevard Edgar-Hébert) | Canal de Beauharnois | Beauharnois | Montérégie, Québec | Québec | Canada | Metal | Deck Truss Stiffening | Wire Cable | Suspension | Fixed | 0 | 1 | 0 | 0 | 1951 | 2012 | Unknown | 6 | 7 | 580 | 176.78 | 580 | 176.78 | 0 | 0 | https://historicbridges.org/quebec/sainttimotheesuspension/little_sainttimotheesuspension_8510aa_small.jpg | https://historicbridges.org/quebec/sainttimotheesuspension/little_sainttimotheesuspension_8510aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/sainttimotheesuspension/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.315343,-73.904786 | |||||||||||||||
| 6732 | Hoxie Bridge | This bridge shows signs of its collapse in a flood and subsequent 1921 repair, and is also noted for its extremely rare vertical member design. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 30.670357 | -97.369355 | Pedestrian Walkway | Granger Lake (San Gabriel River) Tributary | Rural | Williamson County, Texas | Texas | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 4 | 1 | 0 | 1982 | Unknown | 8 | 8 | 150 | 45.72 | 215 | 65.53 | 0 | 0 | https://historicbridges.org/texas/hoxiebridge/little_hoxiebridge_3806_7_8vib_small.jpg | https://historicbridges.org/texas/hoxiebridge/little_hoxiebridge_3806_7_8vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/hoxiebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.670357,-97.369355 | ||||||||
| 6733 | Friendship Bridge | This traditionally composed Pratt truss bridge has been relocated to this park setting where it functions as an attractive crossing for pedestrians. The technical description of the main or most noteworthy span of the bridge is a 115 ft (35.05 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 30.664401 | -97.373499 | Pedestrian Walkway | Granger Lake (San Gabriel River) Tributary | Rural | Williamson County, Texas | Texas | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 1982 | Unknown | 7 | 7 | 115 | 35.05 | 115 | 35.05 | 0 | 0 | https://historicbridges.org/texas/friendshipbridge/little_friendshipbridge_3503_small.jpg | https://historicbridges.org/texas/friendshipbridge/little_friendshipbridge_3503.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/friendshipbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.664401,-97.373499 | ||||||||||||||
| 6734 | ! | Jonesboro Bridge | Abandoned, and at risk for collapse, this is a rare wrought iron bowstring that deserves to be preserved. The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 31.608877 | -97.896943 | CR-431 | Leon River | Rural | Hamilton County, Texas | Texas | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Pony | Truss | Fixed | 7 | 1 | 0 | 0 | 1884 | 0 | King Bridge Company of Cleveland, Ohio | 9 | 9 | 64 | 19.51 | 90 | 27.43 | 12 | 3.66 | https://historicbridges.org/texas/jonesborobridge/little_jonesborobridge_9744_5_6r_small.jpg | https://historicbridges.org/texas/jonesborobridge/little_jonesborobridge_9744_5_6r.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/jonesborobridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.608877,-97.896943 | |||||||||||||
| 6735 | Bulman Bridge | Pecan Creek Park Bridge | This highly significant bowstring pony truss bridge has been beautifully preserved on a trail in a park setting. The technical description of the main or most noteworthy span of the bridge is a 85 ft (25.91 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 31.710259 | -98.114716 | Pedestrian Walkway | Pecan Creek | Hamilton | Hamilton County, Texas | Texas | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 1884 | 0 | King Bridge Company of Cleveland, Ohio | 9 | 9 | 85 | 25.91 | 85 | 25.91 | 12 | 3.66 | https://historicbridges.org/texas/bulmanbridge/little_bulmanbridge_0021_2_3vib_small.jpg | https://historicbridges.org/texas/bulmanbridge/little_bulmanbridge_0021_2_3vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/bulmanbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.710259,-98.114716 | |||||||||||||
| 6736 | Pont Gauron (Gauron Bridge) | This is one of the few Strauss heel-trunnion bascule bridges surviving in Canada today. The technical description of the main or most noteworthy span of the bridge is a 165 ft (50.29 m) metal rivet-connected Warren through truss, movable: single leaf bascule, Heel Trunnion. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. | 45.440841 | -73.646237 | Avenue Dollard (Avenue Saint-Pierre) | Canal de Lachine | Montréal | Montréal, Québec | Québec | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Single Leaf Bascule | Heel Trunnion | 8 | 1 | 0 | 0 | 1913 | 0 | Dominion Bridge Company of Montréal, Québec | Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois | 9 | 9 | 165 | 50.29 | 165 | 50.29 | 0 | 0 | https://historicbridges.org/quebec/avenuedollardtruss/little_avenuedollardtruss_4348_49_50vaa_small.jpg | https://historicbridges.org/quebec/avenuedollardtruss/little_avenuedollardtruss_4348_49_50vaa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/avenuedollardtruss/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.440841,-73.646237 | ||||||||||||
| 6737 | Pont Lafleur (Lafleur Bridge) | This bridge sits next to an older bascule bridge, and it creates a unique site where two major bascule bridge types can be compared. The technical description of the main or most noteworthy span of the bridge is a metal through girder, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. | 45.440941 | -73.645952 | Avenue Dollard (Avenue Saint-Pierre) | Canal de Lachine | Montréal | Montréal, Québec | Québec | United States | Metal | Through | Girder | Movable: Single Leaf Bascule | Rolling Lift | 0 | 1 | 0 | 0 | 1959 | 0 | Dominion Bridge Company of Montréal, Québec | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/quebec/avenuedollardgirder/little_avenuedollardgirder_4321_2_3vaa_small.jpg | https://historicbridges.org/quebec/avenuedollardgirder/little_avenuedollardgirder_4321_2_3vaa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/avenuedollardgirder/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.440941,-73.645952 | |||||||||||||||
| 6738 | Pont Victoria (Victoria Bridge) | Victoria Bridge | This bridge has a long and fascinating history and has evolved over many years to become one of the most unique bridges in Canada. The technical description of the main or most noteworthy span of the bridge is a 348 ft (106.07 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Detroit Bridge and Iron Works of Detroit, Michigan. The bridge was primarily designed by Joseph Hobson. | 45.491818 | -73.529064 | QC-112 and Railroad (Canadian National) | St. Lawrence River (Fleuve Saint-Laurent) and South Shore Canal (Canal de la Rive Sud) | Montréal and Saint-Lambert | Montréal, Québec and Montérégie, Québec | Québec | Canada | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 14 | 1 | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Vertical Lift | Tower Drive | 0 | 0 | 1898 | 1958 | Detroit Bridge and Iron Works of Detroit, Michigan | Joseph Hobson | 10 | 10 | 348 | 106.07 | 6500 | 1981.2 | 0 | 0 | https://historicbridges.org/quebec/victoria/little_victoria_9753aa_small.jpg | https://historicbridges.org/quebec/victoria/little_victoria_9753aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/victoria/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.491818,-73.529064 | |||||
| 6739 | Pont Charlevoix (Charlevoix Bridge) | This is one of the most impressive surviving heritage swing bridges on this historic canal. The technical description of the main or most noteworthy span of the bridge is a 210 ft (64.01 m) metal rivet-connected Pratt through truss, movable: swing, Center Pier. The bridge was primarily built by Unknown. | 45.480340 | -73.572640 | Rue Charlevoix | Canal de Lachine | Montréal | Montréal, Québec | Québec | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Movable: Swing | Center Pier | 10 | 1 | 0 | 0 | 1904 | 0 | Unknown | 8 | 8 | 210 | 64.01 | 210 | 64.01 | 0 | 0 | https://historicbridges.org/quebec/ruecharlevoix/little_ruecharlevoix_3631_2_3vaa_small.jpg | https://historicbridges.org/quebec/ruecharlevoix/little_ruecharlevoix_3631_2_3vaa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/ruecharlevoix/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.480340,-73.572640 | |||||||||||||
| 6740 | Pont des Seigneurs (Bridge of Lords) | This is one of several surviving movable bridges on this heritage canal. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Pratt through truss, movable: swing, Center Pier. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. | 45.485280 | -73.566113 | Rue des Seigneurs | Canal de Lachine | Montréal | Montréal, Québec | Québec | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Movable: Swing | Center Pier | 9 | 1 | 0 | 0 | 1898 | 0 | Dominion Bridge Company of Montréal, Québec | 8 | 7 | 140 | 42.67 | 140 | 42.67 | 0 | 0 | https://historicbridges.org/quebec/ruedesseigneurs/little_ruedesseigneurs_3340_1_2vaa_small.jpg | https://historicbridges.org/quebec/ruedesseigneurs/little_ruedesseigneurs_3340_1_2vaa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/ruedesseigneurs/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.485280,-73.566113 | |||||||||||||
| 6741 | Pont-canal de Lachine (Lachine Canal Bridge) | This is a small but highly unusual bridge with vertical end posts and counter diagonals in each panel. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal pin-connected Pratt pony truss, fixed. The bridge was primarily built by Unknown. | 45.485991 | -73.564217 | Pedestrian Walkway (Former Towpath) | Canal de Lachine (Slip) | Montréal | Montréal, Québec | Québec | Canada | Metal | Pratt | Pin-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Unknown | 8 | 8 | 50 | 15.24 | 50 | 15.24 | 0 | 0 | https://historicbridges.org/quebec/lachineslip/little_lachineslip_3097aa_small.jpg | https://historicbridges.org/quebec/lachineslip/little_lachineslip_3097aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/lachineslip/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.485991,-73.564217 | ||||||||||||||
| 6742 | Ohio Street Bridge | Joan Marchand Bridge, Vanderburgh County Bridge 1520 | This bridge is a rare surviving example of a 19th century pin-connected truss bridge designed for heavy urban traffic. The technical description of the main or most noteworthy span of the bridge is a 197.9 ft (60.32 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Pittsburgh Bridge Company of Pittsburgh, Pennsylvania. | 37.976115 | -87.587691 | Ohio Street | Pigeon Creek | Evansville | Vanderburgh County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 11 | 1 | 0 | 0 | 1891 | 2009 | Pittsburgh Bridge Company of Pittsburgh, Pennsylvania | 8 | 8 | 197.9 | 60.32 | 204 | 62.18 | 22.7 | 6.92 | https://historicbridges.org/indiana/ohiostreetbridge/little_ohiostreetbridge_2636_7_8v_small.jpg | https://historicbridges.org/indiana/ohiostreetbridge/little_ohiostreetbridge_2636_7_8v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/ohiostreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.976115,-87.587691 | |||||||||||||
| 6743 | Ohio Street Railroad Bridge | This traditional railroad through truss bridge sits next to a historic highway bridge as well. The technical description of the main or most noteworthy span of the bridge is a 188 ft (57.3 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 37.976246 | -87.587632 | Railroad (CSX) | Pigeon Creek | Evansville | Vanderburgh County, Indiana | Indiana | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1908 | 0 | American Bridge Company of New York, New York | 6 | 6 | 188 | 57.3 | 188 | 57.3 | 26 | 7.92 | https://historicbridges.org/indiana/ohiostreetrailroadbridge/little_ohiostreetrailroadbridge_2612a_small.jpg | https://historicbridges.org/indiana/ohiostreetrailroadbridge/little_ohiostreetrailroadbridge_2612a.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/ohiostreetrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.976246,-87.587632 | ||||||||||||||
| 6744 | Franklin Street Bridge | This is a very unusual multi-ribbed small-scale cantilever deck truss The technical description of the main or most noteworthy span of the bridge is a 174 ft (53.04 m) metal cantilever rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Globe Construction Company of Evansville, Indiana. The bridge was primarily designed by Rudolph Meisinger and E. L. Erickson. | 37.980432 | -87.588039 | Franklin Street | Pigeon Creek | Evansville | Vanderburgh County, Indiana | Indiana | United States | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 14 | Cantilever | 3 | 0 | 0 | 1932 | 1995 | Globe Construction Company of Evansville, Indiana | Rudolph Meisinger and E. L. Erickson | 7 | 7 | 174 | 53.04 | 306.8 | 93.51 | 66 | 20.12 | https://historicbridges.org/indiana/franklinstreetbridge/little_franklinstreetbridge_2213_4_5r_small.jpg | https://historicbridges.org/indiana/franklinstreetbridge/little_franklinstreetbridge_2213_4_5r.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/franklinstreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.980432,-87.588039 | ||||||||||||
| 6745 | Montopolis Bridge | Bypassed and preserved for pedestrian use, this is a very long multi-span example of a standard state design riveted through truss bridge in Texas. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Vincennes Steel Corporation of Vincennes, Indiana (Vincennes Bridge Company of Vincennes, Indiana). The bridge was primarily designed by Texas Highway Department. | 30.245550 | -97.691356 | Pedestrian Walkway (Former US-183 Alignment) | Colorado River | Austin | Travis County, Texas | Texas | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 8 | 5 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 1938 | 0 | Vincennes Steel Corporation of Vincennes, Indiana (Vincennes Bridge Company of Vincennes, Indiana) | Texas Highway Department | 7 | 7 | 200 | 60.96 | 1221 | 372.16 | 24 | 7.32 | https://historicbridges.org/texas/montopolis/little_montopolis_7145_small.jpg | https://historicbridges.org/texas/montopolis/little_montopolis_7145.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/montopolis/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.245550,-97.691356 | ||||||||||
| 6746 | Maxdale Road Bridge | This impressive pin-connected Parker truss bridge has been closed to vehicular traffic, but recent deck planks show that it appears to be somewhat maintained for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Missouri Valley Bridge and Iron Company of Leavenworth, Kansas. The bridge was primarily designed by Hess and Skinner Engineering Company of Dallas, Texas. | 30.989134 | -97.829333 | Maxdale Road | Lampasas River | Rural | Bell County, Texas | Texas | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1904 | 0 | Missouri Valley Bridge and Iron Company of Leavenworth, Kansas | Hess and Skinner Engineering Company of Dallas, Texas | 7 | 7 | 200 | 60.96 | 361 | 110.03 | 15.4 | 4.69 | https://historicbridges.org/texas/maxdalebridge/little_maxdalebridge_9141_2_3vib_small.jpg | https://historicbridges.org/texas/maxdalebridge/little_maxdalebridge_9141_2_3vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/maxdalebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.989134,-97.829333 | |||||||||||||
| 6747 | Port Stanley Bridge | This is an excellent, unaltered example of a 1930s bascule bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a metal through girder, movable: double leaf bascule. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. | 42.665219 | -81.213914 | CR-4 (Bridge Street) | Kettle Creek | Port Stanley | Elgin County, Ontario | Ontario | Canada | Metal | Through | Girder | Movable: Double Leaf Bascule | 0 | 1 | 0 | 0 | 1939 | 0 | Dominion Bridge Company of Montréal, Québec | 7 | 7 | 0 | 0 | 220 | 67.06 | 28 | 8.53 | https://historicbridges.org/ontario/portstanleybascule/little_brg_9690_1_2v_small.jpg | https://historicbridges.org/ontario/portstanleybascule/little_brg_9690_1_2v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/portstanleybascule/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.665219,-81.213914 | ||||||||||||||||
| 6748 | St. Thomas Railway Bridge North | This is one of several impressive high level railway bridges in St. Thomas. The technical description of the main or most noteworthy span of the bridge is a 85 ft (25.91 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 42.791836 | -81.190011 | Railroad (Canadian National) | Kettle Creek | St. Thomas | Elgin County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 10 | 1 | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | Unknown | 8 | 8 | 85 | 25.91 | 630 | 192.02 | 0 | 0 | https://historicbridges.org/ontario/stthomaskettlenorth/little_stthomaskettlenorth_3447_8_9vib_small.jpg | https://historicbridges.org/ontario/stthomaskettlenorth/little_stthomaskettlenorth_3447_8_9vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/stthomaskettlenorth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.791836,-81.190011 | ||||||||||
| 6749 | Scotch Line Bridge | This is a traditional Warren truss bridge that has been abandoned for a very long time. The deck no longer remains on the bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 42.684221 | -81.377795 | Scotch Line | Talbot Creek | Rural | Elgin County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/scotchline/little_brg_8688_89_90p_small.jpg | https://historicbridges.org/ontario/scotchline/little_brg_8688_89_90p.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/scotchline/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.684221,-81.377795 | ||||||||||||||
| 6750 | Taylor Road Bridge | This unusual bridge is noted for its lightweight design and has the appearance of a very old rivet-connected truss bridge. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Unknown. | 44.936696 | -75.392315 | Taylor Road | South Branch South Nation River | Rural | Stormont Dundas and Glengarry United Counties, Ontario | Ontario | Canada | Metal | Double-Intersection Warren | Rivet-Connected | Pony | Truss | Fixed | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | Unknown | 7 | 7 | 65 | 19.81 | 95 | 28.96 | 0 | 0 | https://historicbridges.org/ontario/taylorroad/little_taylorroad_4383_small.jpg | https://historicbridges.org/ontario/taylorroad/little_taylorroad_4383.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/taylorroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.936696,-75.392315 | |||||||||||
| 6751 | Devries Road Bridge | This traditional Warren pony truss has been abandoned. A ford is present next to the bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 44.991087 | -75.367591 | Devries Road (Side Road 12) | South Branch South Nation River | Rural | Stormont Dundas and Glengarry United Counties, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/devriesroad/little_devriesroad_4572_small.jpg | https://historicbridges.org/ontario/devriesroad/little_devriesroad_4572.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/devriesroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.991087,-75.367591 | ||||||||||||||
| 6752 | 9 Mile Road Bridge | This small Warren pony truss bridge retains good historic integrity but has been closed to traffic. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 44.924403 | -75.382943 | 9 Mile Road | Black Creek | Rural | Stormont Dundas and Glengarry United Counties, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 65 | 19.81 | 65 | 19.81 | 0 | 0 | https://historicbridges.org/ontario/ninemileroad/little_ninemileroad_4341_small.jpg | https://historicbridges.org/ontario/ninemileroad/little_ninemileroad_4341.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/ninemileroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.924403,-75.382943 | ||||||||||||||
| 6753 | South Branch Road Bridge | This medium span Warren pony truss has been closed to traffic. The bridge retains good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 44.909390 | -75.402612 | South Branch Road | South Branch South Nation River | Rural | Stormont Dundas and Glengarry United Counties, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 90 | 27.43 | 90 | 27.43 | 0 | 0 | https://historicbridges.org/ontario/southbranchroad/little_southbranchroad_4194_small.jpg | https://historicbridges.org/ontario/southbranchroad/little_southbranchroad_4194.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/southbranchroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.909390,-75.402612 | ||||||||||||||
| 6754 | Severns Bridge | Patoka County Bridge 398 | This riveted Warren highway through truss bridge has been bypassed and preserved for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 99 ft (30.18 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Indiana Bridge Company of Muncie, Indiana. | 38.391866 | -87.549149 | Old Petersburg Road, Old IN-65 (Former Alignment) | Patoka River | Rural | Gibson County, Indiana | Indiana | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 1908 | 2009 | Indiana Bridge Company of Muncie, Indiana | 7 | 7 | 99 | 30.18 | 108 | 32.92 | 15.7 | 4.79 | https://historicbridges.org/indiana/severnsbridge/little_severnsbridge_0752_3_4v_small.jpg | https://historicbridges.org/indiana/severnsbridge/little_severnsbridge_0752_3_4v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/severnsbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.391866,-87.549149 | |||||||||||||
| 6755 | Hibbs Ford Bridge | Putnam County Bridge 152 | This small Pratt through truss span is noted for its ornamental portal knee bracing. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Attica Bridge Company of Attica, Indiana. | 39.610479 | -86.787449 | Devil Backbone Road | Deer Creek | Rural | Putnam County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 1906 | 2006 | Attica Bridge Company of Attica, Indiana | 7 | 7 | 90 | 27.43 | 93.8 | 28.59 | 16 | 4.88 | https://historicbridges.org/indiana/hibbsfordbridge/little_hibbsfordbridge_5192_3_4v_small.jpg | https://historicbridges.org/indiana/hibbsfordbridge/little_hibbsfordbridge_5192_3_4v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/hibbsfordbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.610479,-86.787449 | |||||||||||||
| 6756 | Able Mitchell Bridge | Parke County Bridge 28, Bridgeton Iron Bridge | This bridge is a rare example of an unusual design of the Wrought Iron Bridge Company, mostly found only in Indiana. The technical description of the main or most noteworthy span of the bridge is a 171 ft (52.12 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 39.651815 | -87.158280 | Mansfield Road (County Route 710 South) | Big Raccoon Creek | Rural | Parke County, Indiana | Indiana | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1892 | 0 | Wrought Iron Bridge Company of Canton, Ohio | 8 | 8 | 171 | 52.12 | 175 | 53.34 | 15.2 | 4.63 | https://historicbridges.org/indiana/ablemitchellbridge/little_ablemitchellbridge_5963_4_5v_small.jpg | https://historicbridges.org/indiana/ablemitchellbridge/little_ablemitchellbridge_5963_4_5v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/ablemitchellbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.651815,-87.158280 | |||||||||||||
| 6757 | Dongola Steel Bridge | Pike County Bridge 81 | This bridge was built to cross a new realignment of the Patoka River that had been completed. The technical description of the main or most noteworthy span of the bridge is a 144 ft (43.89 m) metal rivet-connected Camelback through truss, fixed. The bridge was primarily built by Lawrence J. Utley of Mt. Vernon, Indiana. | 38.382923 | -87.338105 | CR-300 West | Patoka River (New Channel, Houchins Ditch) | Rural | Pike County, Indiana | Indiana | United States | Metal | Camelback | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1924 | 0 | Lawrence J. Utley of Mt. Vernon, Indiana | 7 | 7 | 144 | 43.89 | 146 | 44.5 | 15.4 | 4.69 | https://historicbridges.org/indiana/dongolasteelbridge/little_dongolasteelbridge_1247a_small.jpg | https://historicbridges.org/indiana/dongolasteelbridge/little_dongolasteelbridge_1247a.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/dongolasteelbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.382923,-87.338105 | |||||||||||||
| 6758 | Reynolds Road Bridge | Owen County Bridge 135 | This bridge is a rare example of a bedstead style pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 49 ft (14.94 m) metal pin-connected Pratt bedstead pony truss, fixed. The bridge was primarily built by Unknown. | 39.211491 | -86.977308 | CR-550 South (Reynolds Road) | Beech Creek | Rural | Owen County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Bedstead Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1889 | 0 | Unknown | 7 | 7 | 49 | 14.94 | 50 | 15.24 | 11.5 | 3.51 | https://historicbridges.org/indiana/beechcreekbridge/little_beechcreekbridge_7928a_small.jpg | https://historicbridges.org/indiana/beechcreekbridge/little_beechcreekbridge_7928a.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/beechcreekbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.211491,-86.977308 | |||||||||||||
| 6759 | Shawneetown Bridge | Earle C. Clements Bridge | This is a late but unaltered example of a large-scale truss bridge designed by Sverdrup and Parcel. The technical description of the main or most noteworthy span of the bridge is a 825 ft (251.46 m) metal continuous rivet-connected Modified Warren through truss, fixed. The bridge was primarily built by Allied Structural Steel Company of Chicago, Illinois. The bridge was primarily designed by Sverdrup and Parcel of St. Louis, Missouri. | 37.690760 | -88.131451 | IL-13, KY-556 (Garfield Street) | Ohio River | Old Shawneetown | Gallatin County, Illinois and Union County, Kentucky | Illinois and Kentucky | United States | Metal | Modified Warren | Rivet-Connected | Through | Truss | Fixed | 24 | Continuous | 2 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 12 | Continuous | 14 | 1956 | 0 | Allied Structural Steel Company of Chicago, Illinois | Sverdrup and Parcel of St. Louis, Missouri | 7 | 7 | 825 | 251.46 | 3200 | 975.36 | 24 | 7.32 | https://historicbridges.org/illinois/shawneetownbridge/little_shawneetownbridge_3779a_small.jpg | https://historicbridges.org/illinois/shawneetownbridge/little_shawneetownbridge_3605a.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/shawneetownbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.690760,-88.131451 | ||||
| 6760 | Henderson Railroad Bridge | This railroad bridge is noted for its long The technical description of the main or most noteworthy span of the bridge is a 675 ft (205.74 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 37.845370 | -87.596040 | Railroad (CSX) | Ohio River and Water Street | Henderson | Henderson County, Kentucky and Vanderburgh County, Indiana | Kentucky and Indiana | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 16 | 5 | Metal | Deck | Girder | Fixed | 0 | 0 | 1932 | 0 | American Bridge Company of New York, New York | 8 | 8 | 675 | 205.74 | 12123 | 3695.09 | 0 | 0 | https://historicbridges.org/kentucky/hendersonrailroadbridge/little_hendersonrailroadbridge_4724_5_6r_small.jpg | https://historicbridges.org/kentucky/hendersonrailroadbridge/little_hendersonrailroadbridge_4724_5_6r.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/hendersonrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.845370,-87.596040 | ||||||||||
| 6761 | Pont Honoré-Mercier (Honoré-Mercier Bridge) | This is a unique pair of bridges with a variety of construction dates associated with the various parts of the bridges. The technical description of the main or most noteworthy span of the bridge is a 400 ft (121.92 m) metal continuous (arch and suspended deck) rivet-connected through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. | 45.415058 | -73.656076 | QC-138 | St. Lawrence River (Fleuve Saint-Laurent) and South Shore Canal (Canal de la Rive Sud) | Montréal and Kahnawake | Montréal, Québec and Montérégie, Québec | Québec | Canada | Metal | Rivet-Connected | Through | Truss | Fixed | 0 | Continuous (Arch and Suspended Deck) | 3 | Metal | Pennsylvania | Rivet-Connected | Through | Truss | Fixed | 16 | 0 | 1934 | 0 | Dominion Bridge Company of Montréal, Québec | 8 | 8 | 400 | 121.92 | 6342.5 | 1933.19 | 0 | 0 | https://historicbridges.org/quebec/ponthonoremercier/little_ponthonoremerciernorth_7559aa_small.jpg | https://historicbridges.org/quebec/ponthonoremercier/little_ponthonoremerciernorth_7559aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/ponthonoremercier/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.415058,-73.656076 | ||||||||
| 6762 | Pont Lachapelle (Lachapelle Bridge) | Pont de Cartierville (Cartierville Bridge) | Located at the site of the oldest bridge in the city, this rare continuous through truss has been paired with a modern through arch bridge. The technical description of the main or most noteworthy span of the bridge is a 415 ft (126.49 m) metal continuous rivet-connected Modified Warren through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. | 45.533030 | -73.727990 | QC-117 (Boulevard Curé-Labelle) (Northbound) | Rivière des Prairies | Montréal and Laval | Montréal, Québec and Laval, Québec | Québec | Canada | Metal | Modified Warren | Rivet-Connected | Through | Truss | Fixed | 26 | Continuous | 3 | 0 | 0 | 1930 | 0 | Dominion Bridge Company of Montréal, Québec | 8 | 8 | 415 | 126.49 | 861 | 262.43 | 34 | 10.36 | https://historicbridges.org/quebec/pontlachapelle/little_pontlachapelle_5125aa_small.jpg | https://historicbridges.org/quebec/pontlachapelle/little_pontlachapelle_5125aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/pontlachapelle/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.533030,-73.727990 | ||||||||||||
| 6763 | Pont Ferroviaire Saint-Laurent (St. Lawrence Railway Bridge) | This impressive through truss bridge sits on the location of an earlier famous continuous truss bridge from 1887. The technical description of the main or most noteworthy span of the bridge is a 408.5 ft (124.51 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. | 45.416815 | -73.660752 | Railroad (Canadian Pacific) | St. Lawrence River (Fleuve Saint-Laurent) | Montréal and Kahnawake | Montréal, Québec and Montérégie, Québec | Québec | Canada | Metal | Pennsylvania | Rivet-Connected | Through | Truss | Fixed | 18 | 2 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 8 | 18 | 1913 | 0 | Dominion Bridge Company of Montréal, Québec | 8 | 8 | 408.5 | 124.51 | 3660 | 1115.57 | 0 | 0 | https://historicbridges.org/quebec/kahnawakerailnorth/little_kahnawakerailnorth_7583_4_5raa_small.jpg | https://historicbridges.org/quebec/kahnawakerailnorth/little_kahnawakerailnorth_7583_4_5raa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/kahnawakerailnorth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.416815,-73.660752 | ||||||||
| 6764 | Pont ferroviaire du Canal de la Rive Sud (South Shore Canal Railway Bridge) | This bridge is configured as a pair of vertical lift superstructures which were built to accommodate the construction of the St. Lawrence Seaway at the same time. The technical description of the main or most noteworthy span of the bridge is a 330 ft (100.58 m) metal rivet-connected Polygonal Warren through truss, movable: vertical lift, Span Drive. The bridge was primarily built by Unknown. | 45.411302 | -73.661875 | Railroad (Canadian Pacific) | South Shore Canal (Canal de la Rive Sud) | Kahnawake | Montérégie, Québec | Québec | Canada | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Movable: Vertical Lift | Span Drive | 12 | 1 | Metal | Deck | Girder | 0 | 4 | 1959 | 0 | Unknown | 6 | 7 | 330 | 100.58 | 595 | 181.36 | 0 | 0 | https://historicbridges.org/quebec/kahnawakeraillift/little_kahnawakeraillift_9101_2_3raa_small.jpg | https://historicbridges.org/quebec/kahnawakeraillift/little_kahnawakeraillift_9101_2_3raa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/kahnawakeraillift/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.411302,-73.661875 | ||||||||||
| 6765 | Archibald Falls Bridge | Crawford County Bridge 44 | This bridge is noted for having two spans, each built by a different bridge company. The technical description of the main or most noteworthy span of the bridge is a 86.6 ft (26.4 m) metal pin-connected Pratt deck truss, fixed. The bridge was primarily built by Brackett Bridge Company of Cincinnati, Ohio and Lafayette Bridge Company of Lafayette, Indiana. | 38.142062 | -86.402831 | Archibald Falls Road | Little Blue River | Rural | Crawford County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Deck | Truss | Fixed | 5 | 2 | 0 | 0 | 1892 | 2005 | Brackett Bridge Company of Cincinnati, Ohio and Lafayette Bridge Company of Lafayette, Indiana | 7 | 7 | 86.6 | 26.4 | 169 | 51.51 | 13 | 3.96 | https://historicbridges.org/indiana/archibaldfallsbridge/little_archibaldfallsbridge_1298_299_300r_small.jpg | https://historicbridges.org/indiana/archibaldfallsbridge/little_archibaldfallsbridge_1298_299_300r.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/archibaldfallsbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.142062,-86.402831 | |||||||||||||
| 6766 | Alton Bridge | Crawford County Bridge 45 | This impressive bridge is noted for its length, and combination of through and pony truss spans. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Lafayette Bridge Company of Lafayette, Indiana. | 38.121162 | -86.413001 | CR-1 (Alton-Fredonia Road, High Street) | Little Blue River | Alton | Crawford County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | 4 | 4 | 1897 | 2009 | Lafayette Bridge Company of Lafayette, Indiana | 8 | 8 | 140 | 42.67 | 420 | 128.02 | 13 | 3.96 | https://historicbridges.org/indiana/altonbridge/little_altonbridge_0287_8_9v_small.jpg | https://historicbridges.org/indiana/altonbridge/little_altonbridge_0287_8_9v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/altonbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.121162,-86.413001 | ||||||||
| 6767 | Washington Road Bridge | Knox County Bridge 45, Wheatland Bridge | This pin connected truss bridge is noted for its relatively long three span configuration. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Indiana Bridge Company of Muncie, Indiana. | 38.679754 | -87.272537 | Washington Road | White River | Rural | Knox County, Indiana and Daviess County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 3 | 0 | 0 | 1903 | 2017 | Indiana Bridge Company of Muncie, Indiana | 7 | 8 | 140 | 42.67 | 570 | 173.74 | 15.4 | 4.69 | https://historicbridges.org/indiana/washingtonroadbridge/little_washingtonroadbridge_9713_4_5v_small.jpg | https://historicbridges.org/indiana/washingtonroadbridge/little_washingtonroadbridge_9713_4_5v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/washingtonroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.679754,-87.272537 | |||||||||||||
| 6768 | Krotz Springs Railroad Bridge | This swing bridge had its approach redesigned with a noteworthy, and highly unusual cantilever span in 1938-1940. The technical description of the main or most noteworthy span of the bridge is a 305 ft (92.96 m) metal rivet-connected Double-Intersection Warren through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Union Bridge and Construction Company of Kansas City, Missouri. | 30.538677 | -91.746656 | Railroad (Union Pacific) | Atchafalaya River | Krotz Springs | Pointe Coupee Parish, Louisiana and St. Landry Parish, Louisiana | Louisiana | United States | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 0 | 1 | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 16 | Cantilever | 4 | 1908 | 2019 | Union Bridge and Construction Company of Kansas City, Missouri | 8 | 8 | 305 | 92.96 | 770 | 234.7 | 0 | 0 | https://historicbridges.org/louisiana/krotzspringsrailroad/little_krotzspringsrailroad_brg_2688_89_90vib_small.jpg | https://historicbridges.org/louisiana/krotzspringsrailroad/little_krotzspringsrailroad_brg_2688_89_90vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/krotzspringsrailroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.538677,-91.746656 | ||||||
| 6769 | Sunshine Bridge | Donaldsonville Bridge | Although a late example of a cantilever truss bridge, this bridge is noted for its long approaches and its five main span configuration. The technical description of the main or most noteworthy span of the bridge is a 825 ft (251.46 m) metal bolt-connected arch, fixed. The bridge was primarily built by Morrison Knudsen of Boise, Idaho and American Bridge Company of New York, New York. The bridge was primarily designed by Palmer and Baker Engineers of New Orleans, Louisiana. | 30.097925 | -90.912203 | LA-70 | Mississippi River, LA-18, and LA-44 | Rural | St. James Parish, Louisiana | Louisiana | United States | Metal | Bolt-Connected | Arch | Fixed | 20 | 5 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 10 | 58 | 1964 | 2016 | Morrison Knudsen of Boise, Idaho and American Bridge Company of New York, New York | Palmer and Baker Engineers of New Orleans, Louisiana | 7 | 7 | 825 | 251.46 | 9102 | 2774.29 | 56 | 17.07 | https://historicbridges.org/louisiana/sunshinebridge/little_sunshinebridge_brg_4935_6_7vib_small.jpg | https://historicbridges.org/louisiana/sunshinebridge/little_sunshinebridge_brg_4935_6_7vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/sunshinebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.097925,-90.912203 | ||||||||
| 6770 | Huey P. Long Baton Rouge Bridge | Old Mississippi River Bridge, Airline Highway Bridge | This enormous combined highway and railroad cantilever truss bridge has an elaborate ramp system for both the railroad deck and the two cantilevered highway decks as well. The technical description of the main or most noteworthy span of the bridge is a 748 ft (227.99 m) metal rivet-connected Modified Warren (Subdivided) through truss, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by Louisiana Highway Commission and Norman E. Lant, and Harrington and Cortelyou. | 30.506905 | -91.197841 | US-190 (Airline Highway) | Mississippi River and Various Roads and Railroads | Baton Rouge | East Baton Rouge Parish, Louisiana and West Baton Rouge Parish, Louisiana | Louisiana | United States | Metal | Modified Warren (Subdivided) | Rivet-Connected | Through | Truss | Fixed | 24 | 5 | Metal | Deck | Girder | Fixed | 0 | 39 | 1940 | 1989 | Bethlehem Steel Company of Bethlehem, Pennsylvania | Louisiana Highway Commission and Norman E. Lant, and Harrington and Cortelyou | 8 | 9 | 748 | 227.99 | 5879 | 1791.92 | 48 | 14.63 | https://historicbridges.org/louisiana/batonrougehueyplongbridge/little_batonrougehueyplongbridge_brg_3636_7_8vib_small.jpg | https://historicbridges.org/louisiana/batonrougehueyplongbridge/little_batonrougehueyplongbridge_brg_3636_7_8vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/batonrougehueyplongbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.506905,-91.197841 | ||||||||
| 6771 | Gulfgate Bridge | Martin Luther King Bridge | An extremely late example of an arched cantilever through truss, this bridge still retains the pleasing curved shape of earlier examples. The technical description of the main or most noteworthy span of the bridge is a 664 ft (202.39 m) metal cantilever (arched) bolt-connected Warren through truss, fixed. The bridge was primarily built by Coastal Construction Company of Houston, Texas. | 29.853456 | -93.944778 | TX-82 (Martin Luther King Junior Drive) | Sabine-Neches Waterway (Gulf Intracoastal Waterway) | Port Arthur | Jefferson County, Texas | Texas | United States | Metal | Warren | Bolt-Connected | Through | Truss | Fixed | 20 | Cantilever (Arched) | 3 | Metal | Deck | Girder | Fixed | 0 | 41 | 1970 | 0 | Coastal Construction Company of Houston, Texas | 5 | 6 | 664 | 202.39 | 5032 | 1533.75 | 28 | 8.53 | https://historicbridges.org/texas/portarthur/little_portarthur_brg_6282_3_4vib_small.jpg | https://historicbridges.org/texas/portarthur/little_portarthur_brg_6282_3_4vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/portarthur/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.853456,-93.944778 | ||||||||
| 6772 | ! | Calcasieu River Bridge | Lake Charles Bridge, Westlake Bridge, Louisiana Memorial World War II Bridge | This bridge is noted for its uncommon arched truss design, as well as its unique railings that feature guns on them. The technical description of the main or most noteworthy span of the bridge is a 420 ft (128.02 m) metal cantilever (arched) rivet-connected Warren through truss, fixed. The bridge was primarily built by Virginia Bridge Company of Roanoke, Virginia. The bridge was primarily designed by Louisiana Highway Commission and Norman E. Lant. | 30.237093 | -93.246847 | I-10, US-90 | Calcasieu River | Lake Charles and Westlake | Calcasieu Parish, Louisiana | Louisiana | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 14 | Cantilever (Arched) | 3 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 94 | 1952 | 0 | Virginia Bridge Company of Roanoke, Virginia | Louisiana Highway Commission and Norman E. Lant | 7 | 7 | 420 | 128.02 | 6607 | 2013.81 | 52.5 | 16 | https://historicbridges.org/louisiana/lakecharles/little_lakecharles_brg_7107_8_9vib_small.jpg | https://historicbridges.org/louisiana/lakecharles/little_lakecharles_brg_7107_8_9vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/lakecharles/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.237093,-93.246847 | |||||||
| 6773 | Paris Road Bridge | Gulf Outlet Canal Bridge, Green Bridge | This unusual bridge is configured as a cantilever truss bridge with a tied arch for its suspended span. The technical description of the main or most noteworthy span of the bridge is a 702 ft (213.97 m) metal cantilever (arch and suspended deck) bolt-connected Warren through truss, fixed. The bridge was primarily built by Foster and Creighton Company of Nashville, Tennessee and American Bridge Company of New York, New York. The bridge was primarily designed by Hardesty and Hanover of New York, New York and Barnard and Burk of Baton Rouge, Louisiana. | 30.004990 | -89.939170 | LA-47 (Paris Road) | Mississippi River Gulf Outlet Canal (Gulf Intracoastal Waterway) | New Orleans | Orleans Parish, Louisiana | Louisiana | United States | Metal | Warren | Bolt-Connected | Through | Truss | Fixed | 0 | Cantilever (Arch and Suspended Deck) | 3 | Metal | Deck | Girder | Fixed | 0 | 66 | 1967 | 0 | Foster and Creighton Company of Nashville, Tennessee and American Bridge Company of New York, New York | Hardesty and Hanover of New York, New York and Barnard and Burk of Baton Rouge, Louisiana | 6 | 7 | 702 | 213.97 | 6622 | 2018.39 | 58 | 17.68 | https://historicbridges.org/louisiana/parisroadbridge/little_parisroadbridge_brg_4297_small.jpg | https://historicbridges.org/louisiana/parisroadbridge/little_parisroadbridge_brg_4297.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/parisroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.004990,-89.939170 | |||||||
| 6774 | ! | Sagamore Bridge | This is one of two similar bridges of very beautiful design over this canal. The technical description of the main or most noteworthy span of the bridge is a 616 ft (187.76 m) metal continuous (arch and suspended deck) rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Fay, Spofford, and Thorndike of Boston, Massachusetts. | 41.776192 | -70.543584 | US-6 and MA-3 | Cape Cod Canal and Sandwich Road | Sagamore | Barnstable County, Massachusetts | Massachusetts | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 14 | Continuous (Arch and Suspended Deck) | 3 | Concrete | Deck | Girder | Fixed | 0 | 1 | 1935 | 1981 | American Bridge Company of New York, New York | Fay, Spofford, and Thorndike of Boston, Massachusetts | 8 | 8 | 616 | 187.76 | 1408 | 429.16 | 39.7 | 12.1 | https://historicbridges.org/massachusetts/sagamorebridge/little_sagamorebridge_9486_7_8vib_small.jpg | https://historicbridges.org/massachusetts/sagamorebridge/little_sagamorebridge_9486_7_8vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/sagamorebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.776192,-70.543584 | |||||||
| 6775 | ! | Bourne Bridge | This is one of two similar bridges of very beautiful design over this canal. The technical description of the main or most noteworthy span of the bridge is a 616 ft (187.76 m) metal continuous (arch and suspended deck) rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Fay, Spofford, and Thorndike of Boston, Massachusetts. | 41.747749 | -70.589670 | MA-28 | Cape Cod Canal and Sandwich Road | Bourne | Barnstable County, Massachusetts | Massachusetts | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 14 | Continuous (Arch and Suspended Deck) | 3 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 0 | 4 | 1935 | 1981 | American Bridge Company of New York, New York | Fay, Spofford, and Thorndike of Boston, Massachusetts | 8 | 8 | 616 | 187.76 | 2384 | 726.64 | 39.7 | 12.1 | https://historicbridges.org/massachusetts/bournebridge/little_bournebridge_9183_4_5vib_small.jpg | https://historicbridges.org/massachusetts/bournebridge/little_bournebridge_9183_4_5vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/bournebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.747749,-70.589670 | |||||
| 6776 | Cape Cod Canal Railroad Bridge | Buzzards Bay Railroad Bridge | This enormous vertical lift bridge had the longest lift span in the world for many years and is also noted for its ornamental detailing. The technical description of the main or most noteworthy span of the bridge is a 544 ft (165.81 m) metal rivet-connected Polygonal Warren through truss, movable: vertical lift, Tower Drive. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. The bridge was primarily designed by Parsons, Klapp, Brinckerhoff and Douglas of New York City, New York. | 41.741978 | -70.613561 | Railroad (Mass Coastal Railroad) | Cape Cod Canal | Buzzards Bay | Barnstable County, Massachusetts | Massachusetts | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Movable: Vertical Lift | Tower Drive | 18 | 1 | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 4 | 2 | 1935 | 0 | Phoenix Bridge Company of Phoenixville, Pennsylvania | Parsons, Klapp, Brinckerhoff and Douglas of New York City, New York | 9 | 9 | 544 | 165.81 | 806 | 245.67 | 0 | 0 | https://historicbridges.org/massachusetts/buzzardsbayrailroadbridge/little_buzzardsbayrailroadbridge_8457_8_9vib_small.jpg | https://historicbridges.org/massachusetts/buzzardsbayrailroadbridge/little_buzzardsbayrailroadbridge_8457_8_9vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/buzzardsbayrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.741978,-70.613561 | |||||
| 6777 | Natchez-Vidalia Bridge | This bridge, today paired with a modern cantilever truss, is a very early example of a truss bridge with no v-lacing or lattice on its members. The technical description of the main or most noteworthy span of the bridge is a 875 ft (266.7 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania and Dravo Contracting Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Ash, Howard, Needles, and Tammen of New York, New York. | 31.558967 | -91.420145 | US-84 and US-425 (Westbound) (John R. Junkin Drive) | Mississippi River | Natchez and Vidalia | Adams County, Mississippi and Concordia Parish, Louisiana | Mississippi and Louisiana | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 20 | Cantilever | 5 | Metal | Deck | Girder | Fixed | 0 | Continuous | 6 | 1940 | 2014 | Bethlehem Steel Company of Bethlehem, Pennsylvania and Dravo Contracting Company of Pittsburgh, Pennsylvania | Ash, Howard, Needles, and Tammen of New York, New York | 7 | 7 | 875 | 266.7 | 4205 | 1281.68 | 24 | 7.32 | https://historicbridges.org/mississippi/natchezbridge/little_img_natchezbridge_1024_small.jpg | https://historicbridges.org/mississippi/natchezbridge/little_img_natchezbridge_1024.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=mississippi/natchezbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.558967,-91.420145 | |||||||
| 6778 | Simmesport Bridge | This bridge was likely among the last bridges built in the United States using rivets in its steel. The technical description of the main or most noteworthy span of the bridge is a 720 ft (219.46 m) metal continuous bolt-connected Warren through truss, fixed. The bridge was primarily built by Vincennes Steel Corporation of Vincennes, Indiana (Vincennes Bridge Company of Vincennes, Indiana) and J. H. Beasley Company of Dallas, Texas. The bridge was primarily designed by Modjeski and Masters. | 30.977804 | -91.803703 | LA-1 | Atchafalaya River | Simmesport | Avoyelles Parish, Louisiana and Pointe Coupee Parish, Louisiana | Louisiana | United States | Metal | Warren | Bolt-Connected | Through | Truss | Fixed | 0 | Continuous | 3 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 25 | 1971 | 0 | Vincennes Steel Corporation of Vincennes, Indiana (Vincennes Bridge Company of Vincennes, Indiana) and J. H. Beasley Company of Dallas, Texas | Modjeski and Masters | 4 | 6 | 720 | 219.46 | 3957 | 1206.09 | 30 | 9.14 | https://historicbridges.org/louisiana/simmesportbridge/little_simmesportbridge_brg_1164_5_6vib_small.jpg | https://historicbridges.org/louisiana/simmesportbridge/little_simmesportbridge_brg_1164_5_6vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/simmesportbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.977804,-91.803703 | |||||||||
| 6779 | Krotz Springs Bridge | Frank and Sal Diesi Bridge | This post-1970 bridge of modern design details is of limited historic significance, but offers a look at the evolution of bridge design, and is at the site of a former K-truss bridge. The technical description of the main or most noteworthy span of the bridge is a 780 ft (237.74 m) metal continuous bolt-connected Warren through truss, fixed. The bridge was primarily built by J. H. Beasley Company of Dallas, Texas. | 30.546382 | -91.749674 | US-190 (Westbound) | Atchafalaya River | Krotz Springs | Pointe Coupee Parish, Louisiana and St. Landry Parish, Louisiana | Louisiana | United States | Metal | Warren | Bolt-Connected | Through | Truss | Fixed | 0 | Continuous | 3 | Pre-Stressed Concrete | Stringer (Multi-Beam) | Fixed | 0 | 26 | 1973 | 0 | J. H. Beasley Company of Dallas, Texas | 2 | 2 | 780 | 237.74 | 3403 | 1037.23 | 34 | 10.36 | https://historicbridges.org/louisiana/krotzsprings/little_krotzsprings_brg_2202_3_4vib_small.jpg | https://historicbridges.org/louisiana/krotzsprings/little_krotzsprings_brg_2202_3_4vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/krotzsprings/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.546382,-91.749674 | |||||||||
| 6780 | Horace Wilkinson Bridge | New Bridge | This late example of a cantilever truss bridge is noted for its span length and significant roadway width. The technical description of the main or most noteworthy span of the bridge is a 1235 ft (376.43 m) metal cantilever bolt-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Modjeski and Masters. | 30.439670 | -91.198164 | I-10 | Mississippi River and Various Roads and Railroads | Baton Rouge | East Baton Rouge Parish, Louisiana and West Baton Rouge Parish, Louisiana | Louisiana | United States | Metal | Warren | Bolt-Connected | Through | Truss | Fixed | 28 | Cantilever | 3 | Metal | Warren | Bolt-Connected | Deck | Truss | Fixed | 12 | Cantilever | 6 | 1968 | 0 | American Bridge Company of New York, New York | Modjeski and Masters | 6 | 6 | 1235 | 376.43 | 4550 | 1386.84 | 81.7 | 24.9 | https://historicbridges.org/louisiana/horacewilkinsonbridge/little_horacewilkinsonbridge_brg_3966_7_8vib_small.jpg | https://historicbridges.org/louisiana/horacewilkinsonbridge/little_horacewilkinsonbridge_brg_3966_7_8vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/horacewilkinsonbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.439670,-91.198164 | ||||
| 6781 | Mount Hope Bridge | This is one of the most beautiful bridges in New England, designed by famous engineer David Steinman. The technical description of the main or most noteworthy span of the bridge is a 1200 ft (365.76 m) metal deck truss stiffening wire cable suspension, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Robinson and Steinman of New York, New York and William G. Grove. | 41.640080 | -71.258387 | RI-114 | Mount Hope Bay | Bristol | Newport County, Rhode Island and Bristol County, Rhode Island | Rhode Island | United States | Metal | Deck Truss Stiffening | Wire Cable | Suspension | Fixed | 0 | 3 | Metal | Through | Girder | Fixed | 0 | 28 | 1929 | 1985 | McClintic-Marshall Company of Pittsburgh, Pennsylvania | Robinson and Steinman of New York, New York and William G. Grove | 9 | 10 | 1200 | 365.76 | 4858 | 1480.72 | 27 | 8.23 | https://historicbridges.org/rhodeisland/mounthope/little_mounthope_7528_29_30vib_small.jpg | https://historicbridges.org/rhodeisland/mounthope/little_mounthope_7528_29_30vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=rhodeisland/mounthope/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.640080,-71.258387 | ||||||||||
| 6782 | Arkwright Bridge | This abandoned bridge is the only Phoenix column bridge in Rhode Island, and it retains good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 127 ft (38.71 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents. | 41.730531 | -71.546468 | Hill Street | North Branch Pawtuxet River | Coventry | Kent County, Rhode Island and Providence County, Rhode Island | Rhode Island | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1888 | 1998 | Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents | 9 | 9 | 127 | 38.71 | 133 | 40.54 | 16 | 4.88 | https://historicbridges.org/rhodeisland/arkwrightbridge/little_arkwrightbridge_4357_8_9vib_small.jpg | https://historicbridges.org/rhodeisland/arkwrightbridge/little_arkwrightbridge_4357_8_9vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=rhodeisland/arkwrightbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.730531,-71.546468 | ||||||||||||||
| 6783 | Wickford Cove Bridge | Clarence L. Hussey Memorial Bridge, Hamilton Avenue Bridge | The only rainbow arch bridge in the state, this bridge is unique because it has exposed steel hangers and diagonal bracing. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) concrete Rainbow through arch, fixed. The bridge was primarily built by L. E. McLaughlin of New London, Connecticut. The bridge was primarily designed by Rhode Island State Board of Public Roads and Clarence Loring Hussey. | 41.568389 | -71.452167 | US-1A (Boston Neck Road) | Wickford Cove | North Kingston | Washington County, Rhode Island | Rhode Island | United States | Concrete | Rainbow | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1925 | 2016 | L. E. McLaughlin of New London, Connecticut | Rhode Island State Board of Public Roads and Clarence Loring Hussey | 8 | 10 | 80 | 24.38 | 84 | 25.6 | 26 | 7.92 | https://historicbridges.org/rhodeisland/wickfordcovebridge/little_wickfordcovebridge_6370_small.jpg | https://historicbridges.org/rhodeisland/wickfordcovebridge/little_wickfordcovebridge_6370.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=rhodeisland/wickfordcovebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.568389,-71.452167 | |||||||||||||
| 6784 | Pont Walker (Walker Bridge) | This is a noteworthy example of a Baltimore highway truss bridge, and it has been rehabilitated for continued vehicular use. The technical description of the main or most noteworthy span of the bridge is a 146 ft (44.5 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Phoenix Bridge and Iron Works of Montréal, Québec (Phoenix Bridge Company of Phoenixville, Pennsylvania). | 45.083046 | -74.175073 | Rue Lorne | Rivière Châteauguay | Huntingdon | Montérégie, Québec | Québec | Canada | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 12 | 1 | 0 | 0 | 1911 | 2012 | Phoenix Bridge and Iron Works of Montréal, Québec (Phoenix Bridge Company of Phoenixville, Pennsylvania) | 7 | 7 | 146 | 44.5 | 146 | 44.5 | 15 | 4.57 | https://historicbridges.org/quebec/huntingdon/little_huntingdon_7247aa_small.jpg | https://historicbridges.org/quebec/huntingdon/little_huntingdon_7247aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/huntingdon/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.083046,-74.175073 | ||||||||||||||
| 6785 | Calhoun Street Bridge | Calhoun Street Toll-Supported Bridge | This is the second longest surviving Phoenix column truss bridge, and it has been preserved for continued vehicular use. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. | 40.219734 | -74.778333 | Calhoun Street and Trenton Avenue (Historic Lincoln Highway) | Delaware River | Trenton and Morrisville | Mercer County, New Jersey and Bucks County, Pennsylvania | New Jersey and Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 9 | 7 | 0 | 0 | 1884 | 2010 | Phoenix Bridge Company of Phoenixville, Pennsylvania | 9 | 10 | 180 | 54.86 | 1277 | 389.23 | 18.4 | 5.61 | https://historicbridges.org/newjersey/calhounstreetbridge/little_calhounstreetbridge_4491_2_3vib_small.jpg | https://historicbridges.org/newjersey/calhounstreetbridge/little_calhounstreetbridge_4491_2_3vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/calhounstreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.219734,-74.778333 | |||||||||||||
| 6786 | Lower Trenton Bridge | Trenton Makes The World Takes Bridge (Lower Trenton Toll-Supported Bridge) | This bridge sits on an ancient 1806 stone substructure and is noted for its rare design consisting of three truss lines, and is also noted for its Trenton Makes sign. The technical description of the main or most noteworthy span of the bridge is a 210 ft (64.01 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 40.210469 | -74.768415 | Bridge Street (Historic Lincoln Highway) | Delaware River | Trenton and Morrisville | Mercer County, New Jersey and Bucks County, Pennsylvania | New Jersey and Pennsylvania | United States | Metal | Pennsylvania | Rivet-Connected | Through | Truss | Fixed | 12 | 5 | 0 | 0 | 1928 | 1997 | American Bridge Company of New York, New York | 7 | 7 | 210 | 64.01 | 1021 | 311.2 | 40 | 12.19 | https://historicbridges.org/newjersey/lowertrentonbridge/little_lowertrentonbridge_3852_small.jpg | https://historicbridges.org/newjersey/lowertrentonbridge/little_lowertrentonbridge_3852.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/lowertrentonbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.210469,-74.768415 | |||||||||||||
| 6787 | Morrisville-Trenton Railroad Bridge | This is one of the great stone arch bridges built by the Pennsylvania Railroad, noted for its length and number of spans. The technical description of the main or most noteworthy span of the bridge is a 66 ft (20.12 m) stone Segmental deck arch, fixed. The bridge was primarily built by Charles A Sims and Company of Philadelphia, Pennsylvania. The bridge was primarily designed by William H. Brown. | 40.207938 | -74.767530 | Railroad (Amtrak Northeast Corridor) (Former Pennsylvania Railroad) | Delaware River | Trenton and Morrisville | Mercer County, New Jersey and Bucks County, Pennsylvania | New Jersey and Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 18 | 0 | 0 | 1902 | 0 | Charles A Sims and Company of Philadelphia, Pennsylvania | William H. Brown | 8 | 8 | 66 | 20.12 | 1420 | 432.82 | 0 | 0 | https://historicbridges.org/newjersey/morrisvilletrentonrailroadbridge/little_morrisvilletrentonrailroadbridge_4299_300_301vib_small.jpg | https://historicbridges.org/newjersey/morrisvilletrentonrailroadbridge/little_morrisvilletrentonrailroadbridge_4299_300_301vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/morrisvilletrentonrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.207938,-74.767530 | ||||||||||||||
| 6788 | Atwells Avenue Bridge | Although it no longer bears live loads, this unique truss bridge is the oldest iron bridge in the state and one of the oldest rivet connected truss bridges in North America. The technical description of the main or most noteworthy span of the bridge is a 54 ft (16.46 m) metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Delaware Bridge Company of New York, New York. | 41.824531 | -71.438260 | Atwells Avenue | Woonasquatucket River | Providence | Providence County, Rhode Island | Rhode Island | United States | Metal | Double-Intersection Warren | Rivet-Connected | Pony | Truss | Fixed | 10 | 1 | 0 | 0 | 1875 | 2015 | Delaware Bridge Company of New York, New York | 9 | 10 | 54 | 16.46 | 54 | 16.46 | 39 | 11.89 | https://historicbridges.org/rhodeisland/atwellsavenuebridge/little_atwellsavenuebridge_6154_5_6vib_small.jpg | https://historicbridges.org/rhodeisland/atwellsavenuebridge/little_atwellsavenuebridge_6154_5_6vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=rhodeisland/atwellsavenuebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.824531,-71.438260 | ||||||||||||||
| 6789 | Interlaken Mill Bridge | This long-abandoned bridge is one of only two lenticular truss bridges in the state. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal pin-connected Lenticular pony truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. | 41.728253 | -71.543933 | Mill Access Road | Pawtuxet River | Coventry | Kent County, Rhode Island | Rhode Island | United States | Metal | Lenticular | Pin-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 1885 | 0 | Berlin Iron Bridge Company of East Berlin, Connecticut | 9 | 9 | 90 | 27.43 | 92 | 28.04 | 18.6 | 5.67 | https://historicbridges.org/rhodeisland/interlakenmill/little_chestergehman-ri-01m-05_small.jpg | https://historicbridges.org/rhodeisland/interlakenmill/little_chestergehman-ri-01m-05.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=rhodeisland/interlakenmill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.728253,-71.543933 | ||||||||||||||
| 6790 | Newport Bridge | Claiborne Pell Bridge | This is the younger of two impressive suspension bridges in this area. The technical description of the main or most noteworthy span of the bridge is a 1600 ft (487.68 m) metal deck truss stiffening wire cable suspension, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by Parsons, Brinckerhoff, Quade and Douglas of New York City, New York. | 41.503556 | -71.342279 | RI-138 | East Passage Narragansett Bay | Newport | Newport County, Rhode Island | Rhode Island | United States | Metal | Deck Truss Stiffening | Wire Cable | Suspension | Fixed | 0 | 3 | Metal | Warren | Bolt-Connected | Deck | Truss | Fixed | 0 | Continuous | 52 | 1969 | 0 | Bethlehem Steel Company of Bethlehem, Pennsylvania | Parsons, Brinckerhoff, Quade and Douglas of New York City, New York | 6 | 6 | 1600 | 487.68 | 11248 | 3428.39 | 48 | 14.63 | https://historicbridges.org/rhodeisland/newportbridge/little_newportbridge_6889_90_91vib_small.jpg | https://historicbridges.org/rhodeisland/newportbridge/little_newportbridge_6889_90_91vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=rhodeisland/newportbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.503556,-71.342279 | ||||||
| 6791 | Church Street Bridge | This is one of the oldest rivet-connected truss bridges in the country, and was built by a company that specialized in rivet-connected truss bridges. The technical description of the main or most noteworthy span of the bridge is a 107 ft (32.61 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Boston Bridge Works of Boston, Massachusetts. | 41.907600 | -71.392103 | Church Street | Railroad (Providence and Worcester Railroad) | Cumberland | Providence County, Rhode Island | Rhode Island | United States | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1882 | 1995 | Boston Bridge Works of Boston, Massachusetts | 9 | 9 | 107 | 32.61 | 108.6 | 33.1 | 14.8 | 4.51 | https://historicbridges.org/rhodeisland/churchstreetbridge/little_churchstreetbridge_5836_7_8vib_small.jpg | https://historicbridges.org/rhodeisland/churchstreetbridge/little_churchstreetbridge_5836_7_8vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=rhodeisland/churchstreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.907600,-71.392103 | ||||||||||||||
| 6792 | Point Street Bridge | Although it no longer opens for boats, this bridge remains an excellent example of a 1920s highway swing bridge. The technical description of the main or most noteworthy span of the bridge is a 284 ft (86.56 m) metal rivet-connected Warren through truss, movable: swing. The bridge was primarily built by Boston Bridge Works of Boston, Massachusetts. The bridge was primarily designed by Frank S. Nolan (City of Providence). | 41.818047 | -71.403623 | Point Street | Providence River | Providence | Providence County, Rhode Island | Rhode Island | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Swing | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 6 | 1927 | 1999 | Boston Bridge Works of Boston, Massachusetts | Frank S. Nolan (City of Providence) | 7 | 8 | 284 | 86.56 | 528 | 160.93 | 39 | 11.89 | https://historicbridges.org/rhodeisland/pointstreetbridge/little_pointstreetbridge_4546_7_8vib_small.jpg | https://historicbridges.org/rhodeisland/pointstreetbridge/little_pointstreetbridge_4546_7_8vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=rhodeisland/pointstreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.818047,-71.403623 | ||||||||||
| 6793 | Shea Bridge | Stillwater Road Bridge | One of the smallest lenticular truss bridges in the country, this is one of only two such bridges in the state. The technical description of the main or most noteworthy span of the bridge is a 49 ft (14.94 m) metal pin-connected Lenticular pony truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. | 41.899958 | -71.388787 | Pedestrian Walkway | Mill Race | Cumberland | Providence County, Rhode Island | Rhode Island | United States | Metal | Lenticular | Pin-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1886 | 1994 | Berlin Iron Bridge Company of East Berlin, Connecticut | 9 | 9 | 49 | 14.94 | 50 | 15.24 | 22 | 6.71 | https://historicbridges.org/rhodeisland/sheabridge/little_sheabridge_5488_89_90vib_small.jpg | https://historicbridges.org/rhodeisland/sheabridge/little_sheabridge_5488_89_90vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=rhodeisland/sheabridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.899958,-71.388787 | |||||||||||||
| 6794 | ! | Crook Point Bascule Bridge | Abandoned in the raised position, this is one of the oldest surviving Scherzer rolling lift bascule bridges in the country. The technical description of the main or most noteworthy span of the bridge is a 134 ft (40.84 m) metal rivet-connected Warren through truss, movable: bascule, Rolling Lift. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. | 41.823853 | -71.385083 | Railroad (Providence and Worcester Railroad) | Seekonk River | Pawtucket | Providence County, Rhode Island | Rhode Island | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Bascule | Rolling Lift | 0 | 1 | 0 | 0 | 1907 | 0 | Phoenix Bridge Company of Phoenixville, Pennsylvania | Scherzer Rolling Lift Bridge Company of Chicago, Illinois | 7 | 8 | 134 | 40.84 | 830 | 252.98 | 0 | 0 | https://historicbridges.org/rhodeisland/crookpointbridge/little_crookpointbridge_5029_30_31vib_small.jpg | https://historicbridges.org/rhodeisland/crookpointbridge/little_crookpointbridge_5029_30_31vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=rhodeisland/crookpointbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.823853,-71.385083 | |||||||||||
| 6795 | Division Street Bridge | This multi-span high-level stone arch viaduct with a brick barrel is the most impressive stone arch bridge in the state. The technical description of the main or most noteworthy span of the bridge is a 54 ft (16.46 m) stone and brick Segmental deck arch, fixed. The bridge was primarily built by Horace Foster of Pawtucket, Rhode Island. The bridge was primarily designed by Cushing and Company of Providence, Rhode Island. | 41.872670 | -71.384378 | Division Street (Grace Street) | Seekonk River and Taft Street | Pawtucket | Providence County, Rhode Island | Rhode Island | United States | Stone and Brick | Segmental | Deck | Arch | Fixed | 0 | 9 | 0 | 0 | 1877 | 1985 | Horace Foster of Pawtucket, Rhode Island | Cushing and Company of Providence, Rhode Island | 7 | 8 | 54 | 16.46 | 447 | 136.25 | 26 | 7.92 | https://historicbridges.org/rhodeisland/divisionstreetbridge/little_divisionstreetbridge_5173_4_5vib_small.jpg | https://historicbridges.org/rhodeisland/divisionstreetbridge/little_divisionstreetbridge_5173_4_5vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=rhodeisland/divisionstreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.872670,-71.384378 | ||||||||||||||
| 6796 | Broad Street Bridge | Sri Chinmoy Peace Bridge | This is an attractive and good example of a concrete arch bridge that has been faced in stone to make it look like a stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a 66.6 ft (20.3 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Howard F. Esten and Frank H. Black. | 41.899356 | -71.390091 | Broad Street (RI-114) | Blackstone River | Cumberland and Central Falls | Providence County, Rhode Island | Rhode Island | United States | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1915 | 0 | Unknown | Howard F. Esten and Frank H. Black | 6 | 6 | 66.6 | 20.3 | 215 | 65.53 | 42 | 12.8 | https://historicbridges.org/rhodeisland/broadstreetbridge/little_broadstreetbridge_5716_small.jpg | https://historicbridges.org/rhodeisland/broadstreetbridge/little_broadstreetbridge_5716.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=rhodeisland/broadstreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.899356,-71.390091 | |||||||||||||
| 6797 | Exchange Street Bridge | Morris Nathanson Bridge | This is a good example of a stone faced concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 96 ft (29.26 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 41.879865 | -71.381496 | Exchange Street (RI-15 and RI-114) | Blackstone River | Pawtucket | Providence County, Rhode Island | Rhode Island | United States | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1928 | 0 | Unknown | 5 | 6 | 96 | 29.26 | 210 | 64.01 | 38 | 11.58 | https://historicbridges.org/rhodeisland/exchangestreetbridge/little_exchangestreetbridge_5314_5_6vib_small.jpg | https://historicbridges.org/rhodeisland/exchangestreetbridge/little_exchangestreetbridge_5314_5_6vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=rhodeisland/exchangestreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.879865,-71.381496 | ||||||||||||||
| 6798 | Roosevelt Avenue Bridge | This attractive concrete arch bridge is noted for its stone facing. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Joseph R. Worcester and Company of Boston, Massachusetts. | 41.888615 | -71.381762 | Roosevelt Avenue | Blackstone River | Pawtucket and Central Falls | Providence County, Rhode Island | Rhode Island | United States | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1910 | 0 | Unknown | Joseph R. Worcester and Company of Boston, Massachusetts | 6 | 7 | 65 | 19.81 | 189 | 57.61 | 32.2 | 9.81 | https://historicbridges.org/rhodeisland/rooseveltavenuebridge/little_rooseveltavenuebridge_5374_5_6vr_small.jpg | https://historicbridges.org/rhodeisland/rooseveltavenuebridge/little_rooseveltavenuebridge_5374_5_6vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=rhodeisland/rooseveltavenuebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.888615,-71.381762 | ||||||||||||||
| 6799 | Hope Bridge | Although buried behind vegetation, this skewed bridge is a good example of a state designed concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by A. I. Savin of Hartford, Connecticut. The bridge was primarily designed by Rhode Island State Board of Public Roads. | 41.730120 | -71.562909 | RI-116 (Main Street) | Pawtuxet River | Scituate | Providence County, Rhode Island | Rhode Island | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1929 | 0 | A. I. Savin of Hartford, Connecticut | Rhode Island State Board of Public Roads | 5 | 5 | 90 | 27.43 | 90 | 27.43 | 44 | 13.41 | https://historicbridges.org/rhodeisland/hopebridge/little_hopebridge_4126_7_8vib_small.jpg | https://historicbridges.org/rhodeisland/hopebridge/little_hopebridge_4126_7_8vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=rhodeisland/hopebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.730120,-71.562909 | ||||||||||||||
| 6800 | 12 Mile Creek Railway Bridge | This traditionally composed deck plate girder is one of a number of heritage bridges on this railway in the region. The technical description of the main or most noteworthy span of the bridge is a 103.8 ft (31.64 m) metal deck girder, fixed. The bridge was primarily built by Unknown. | 43.145877 | -79.244868 | Railroad (Canadian National) | 12 Mile Creek | St. Catharines | Niagara Region, Ontario | Ontario | Canada | Metal | Deck | Girder | Fixed | 0 | 5 | 0 | 0 | 0 | 0 | Unknown | 5 | 6 | 103.8 | 31.64 | 430.7 | 131.28 | 26 | 7.92 | https://historicbridges.org/ontario/12mile/little_img_9785_small.jpg | https://historicbridges.org/ontario/12mile/little_img_9785.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/12mile/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.145877,-79.244868 | ||||||||||||||||
| 6801 | Armstrong Bridge | Ontario Street Bridge | This is an unusual high level viaduct type bridge noted for its multiple pony truss spans. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Canadian Bridge Company of Walkerville, Ontario. | 45.621977 | -79.409853 | Ontario Street (Highway 520) | Magnetawan River, Railroad (Abandoned Canadian National), and Syples Street | Burks Falls | Parry Sound District, Ontario | Ontario | Canada | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 7 | 2 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 1938 | 2017 | Canadian Bridge Company of Walkerville, Ontario | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/armstrong/little_ian_0020_small.jpg | https://historicbridges.org/ontario/armstrong/little_ian_0020.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/armstrong/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.621977,-79.409853 | ||||||||||
| 6802 | Larose Bridge | This truly unique bridge is noted for its extremely rare main span, a timber lattice deck truss. The technical description of the main or most noteworthy span of the bridge is a wood Lattice deck truss, fixed. The bridge was primarily built by Unknown. | 47.398607 | -79.677472 | Kerr Lake Road | Railroad (Ontario Northland Railway) | Township of Coleman and Town of Cobalt | Timiskaming District, Ontario | Ontario | Canada | Wood | Lattice | Deck | Truss | Fixed | 0 | 1 | Concrete | T-Beam | Fixed | 0 | 5 | 0 | 0 | Unknown | 9 | 10 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/larosebridge/little_ian_0103edit_small.jpg | https://historicbridges.org/ontario/larosebridge/little_ian_0103edit.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/larosebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.398607,-79.677472 | ||||||||||||
| 6803 | Mystic River Bascule Bridge | A beautiful centerpiece attraction for the area, this beautifully preserved bridge is one of the only Brown bascule bridges in the country. The technical description of the main or most noteworthy span of the bridge is a 85 ft (25.91 m) metal through girder, movable: single leaf bascule, Brown. The bridge was primarily built by American Bridge Company of New York, New York and J. E. Fitzgerald Company of New London, Connecticut. The bridge was primarily designed by Waddell and Son of Kansas City, Missouri and Thomas Ellis Brown. | 41.354728 | -71.968695 | US-1 (Main Street) | Mystic River | Mystic | New London County, Connecticut | Connecticut | United States | Metal | Through | Girder | Movable: Single Leaf Bascule | Brown | 0 | 1 | Metal | Through | Girder | Fixed | 0 | 3 | 1922 | 2012 | American Bridge Company of New York, New York and J. E. Fitzgerald Company of New London, Connecticut | Waddell and Son of Kansas City, Missouri and Thomas Ellis Brown | 9 | 9 | 85 | 25.91 | 220 | 67.06 | 33 | 10.06 | https://historicbridges.org/connecticut/mysticriverbasculebridge/little_mysticriverbasculebridge_3742_3_4vib_small.jpg | https://historicbridges.org/connecticut/mysticriverbasculebridge/little_mysticriverbasculebridge_3742_3_4vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/mysticriverbasculebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.354728,-71.968695 | ||||||||||
| 6804 | ! | Outlook Railway Bridge | Skytrail Pedestrian Bridge | At severe risk for collapse due to a failing substructure, this bridge's trusses, salvaged from the famous Lachine Bridge in Montréal, are the longest Whipple truss in Canada. The technical description of the main or most noteworthy span of the bridge is a 242 ft (73.76 m) metal pin-connected Whipple (Double-Intersection Pratt) deck truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. The bridge was primarily designed by C. Schaler Smith. | 51.489966 | -107.073610 | Railroad (Rail-Trail) (Former Canadian Pacific) | South Saskatchewan River | Outlook | Division 11 (Saskatoon), Saskatchewan | Saskatchewan | Canada | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Deck | Truss | Fixed | 12 | 8 | Metal | Deck | Girder | Fixed | 0 | 19 | 1887 | 1912 | Dominion Bridge Company of Montréal, Québec | C. Schaler Smith | 10 | 10 | 242 | 73.76 | 3004 | 915.62 | 0 | 0 | https://historicbridges.org/saskatchewan/outlookbridge/little_outlook_outlook_saskatchewan_0508_small.jpg | https://historicbridges.org/saskatchewan/outlookbridge/little_outlook_outlook_saskatchewan_0508.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/outlookbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.489966,-107.073610 | |||||||
| 6805 | Scotsguard Bridge | This abandoned bridge is a very impressive and rare multi-span concrete bowstring arch bridge. The technical description of the main or most noteworthy span of the bridge is a concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. | 49.726270 | -108.180077 | SK-13 (Abandoned Alignment) | Notukeu Creek and Railroad (Canadian National) | Bone Creek No. 108 | Division 4 (Maple Creek), Saskatchewan | Saskatchewan | Canada | Concrete | Rainbow | Through | Arch | Fixed | 0 | 6 | 0 | 0 | 1936 | 0 | Unknown | 8 | 9 | 0 | 0 | 290 | 88.39 | 0 | 0 | https://historicbridges.org/saskatchewan/scotsguardbridge/little_scotsguard_rm_of_bone_creek_no_108_saskatchewan_0526_small.jpg | https://historicbridges.org/saskatchewan/scotsguardbridge/little_scotsguard_rm_of_bone_creek_no_108_saskatchewan_0526.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/scotsguardbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.726270,-108.180077 | |||||||||||||||
| 6806 | Outlook Bridge | Big Orange Bridge | This impressive multi-span through truss bridge was bypassed and left in place. The technical description of the main or most noteworthy span of the bridge is a 219 ft (66.75 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Bird, Woodall and Simpson, of Regina, Saskatchewan. | 51.474643 | -107.077292 | SK-15 (Abandoned Alignment) | South Saskatchewan River | Outlook | Division 11 (Saskatoon), Saskatchewan | Saskatchewan | Canada | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 9 | 5 | 0 | 1 | 1936 | 0 | Bird, Woodall and Simpson, of Regina, Saskatchewan | 7 | 7 | 219 | 66.75 | 1154 | 351.74 | 0 | 0 | https://historicbridges.org/saskatchewan/bigorangebridge/little_big_orange_outlook_saskatchewan_0007_small.jpg | https://historicbridges.org/saskatchewan/bigorangebridge/little_big_orange_outlook_saskatchewan_0007.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/bigorangebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.474643,-107.077292 | |||||||||||||
| 6807 | Canmore Engine Bridge | Located in a breathtaking setting is this rare 1880 Whipple truss that was moved, refurbished, and erected here in the 1890s. The technical description of the main or most noteworthy span of the bridge is a 205 ft (62.48 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by T. B. Company. | 51.091475 | -115.369939 | Railroad (Spur Line Rail-Trail) | Bow River | Canmore | Bighorn District, Alberta | Alberta | Canada | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 12 | 1 | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | 1880 | 1891 | T. B. Company | 9 | 10 | 205 | 62.48 | 320 | 97.54 | 0 | 0 | https://historicbridges.org/alberta/enginebridge/little_engine_over_the_bow_river_canmore_alberta_0239_small.jpg | https://historicbridges.org/alberta/enginebridge/little_engine_over_the_bow_river_canmore_alberta_0239.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/enginebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.091475,-115.369939 | ||||||||
| 6808 | Lethbridge Viaduct | High Level Bridge | This enormous bridge is noted as the longest and highest bridge of its kind, and is truly the king of the tower and girder type railway bridges. The technical description of the main or most noteworthy span of the bridge is a 167 ft (50.9 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Canadian Bridge Company of Walkerville, Ontario. | 49.697500 | -112.868611 | Railroad (Canadian Pacific) | Oldman River | Lethbridge | Lethbridge County, Alberta | Alberta | Canada | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 8 | 1 | Metal | Deck | Girder | Fixed | 0 | 66 | 1909 | 0 | Canadian Bridge Company of Walkerville, Ontario | 10 | 10 | 167 | 50.9 | 5327 | 1623.67 | 0 | 0 | https://historicbridges.org/alberta/lethbridgeviaduct/little_leth_viaduct_leth_alberta_0371_small.jpg | https://historicbridges.org/alberta/lethbridgeviaduct/little_leth_viaduct_leth_alberta_0371.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/lethbridgeviaduct/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.697500,-112.868611 | |||||||||
| 6809 | Big Valley Bridge | Mackenzie Crossing Bridge | This is an impressive two span Parker through truss. The technical description of the main or most noteworthy span of the bridge is a 250 ft (76.2 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba). | 52.025451 | -112.947594 | AB-590 | Red Deer River | Rural | Red Deer County, Alberta and Stettler County, Alberta | Alberta | Canada | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 12 | 2 | 0 | 0 | 1930 | 0 | Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba) | 6 | 6 | 250 | 76.2 | 500 | 152.4 | 0 | 0 | https://historicbridges.org/alberta/bigvalleybridge/little_big_valley_red_deer_county_and_stettler_county_alberta_0078_small.jpg | https://historicbridges.org/alberta/bigvalleybridge/little_big_valley_red_deer_county_and_stettler_county_alberta_0078.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/bigvalleybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=52.025451,-112.947594 | |||||||||||||
| 6810 | Calabogie Railway Bridge | This is a rare 19th century rivet-connected Double-Warren deck truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Double-Intersection Warren deck truss, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. | 45.301437 | -76.719663 | Railroad (Kingston and Pembroke Rail Trail) (Former Canadian Pacific Kingston Subdivision) | North Branch Madawaska River | Calabogie | Renfrew County, Ontario | Ontario | Canada | Metal | Double-Intersection Warren | Rivet-Connected | Deck | Truss | Fixed | 7 | 1 | 0 | 0 | 1897 | 0 | Hamilton Bridge Company of Hamilton, Ontario | 8 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/kandprailtrailbridge/little_ian_0097_small.jpg | https://historicbridges.org/ontario/kandprailtrailbridge/little_ian_0097.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/kandprailtrailbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.301437,-76.719663 | ||||||||||||||
| 6811 | Chief William Commanda Bridge | Prince of Wales Bridge | This large bridge is actually two bridges that cross the river via an island. The technical description of the main or most noteworthy span of the bridge is a 258.5 ft (78.79 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. | 45.418187 | -75.729443 | Railroad (Abandoned Canadian Pacific) | Ottawa River (Rivière des Outaouais) | Ottawa and Gatineau | Ottawa City, Ontario and Outaouais, Québec | Ontario and Québec | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 10 | 13 | 0 | 0 | 1926 | 0 | Dominion Bridge Company of Montréal, Québec | 7 | 7 | 258.5 | 78.79 | 2152.5 | 656.08 | 0 | 0 | https://historicbridges.org/ontario/princeofwales/little_northbridge_lookingnw_1_small.jpg | https://historicbridges.org/ontario/princeofwales/little_northbridge_lookingnw_1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/princeofwales/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.418187,-75.729443 | |||||||||||||
| 6812 | ! | Clyde Forks Bridge | This is a riveted pony truss bridge noted for its span length. The technical description of the main or most noteworthy span of the bridge is a 107 ft (32.61 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 45.133680 | -76.672734 | Clyde Forks Road | Clyde River | Clyde Forks (Lanark Highlands) | Lanark County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 0 | 1 | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 0 | 0 | 1960 | Unknown | 6 | 6 | 107 | 32.61 | 107 | 32.61 | 23 | 7.01 | https://historicbridges.org/ontario/clydeforks/little_ian_0023edit_small.jpg | https://historicbridges.org/ontario/clydeforks/little_ian_0023edit.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/clydeforks/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.133680,-76.672734 | ||||||||
| 6813 | 12 Foot Davis Park Bridge | This relatively simple Pratt truss displays bolts on its field connections and rivets on the shop fastened members. The technical description of the main or most noteworthy span of the bridge is a metal bolt-connected Pratt through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba). | 56.231233 | -117.284145 | Pedestrian Walkway | Heart River | Peace River | Northern Sunrise County, Alberta | Alberta | Canada | Metal | Pratt | Bolt-Connected | Through | Truss | Fixed | 12 | 1 | 0 | 0 | 1921 | 0 | Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba) | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/alberta/12footdavisparkbridge/little_12_foot_davis_park_peace_river_alberta_0002_small.jpg | https://historicbridges.org/alberta/12footdavisparkbridge/little_12_foot_davis_park_peace_river_alberta_0002.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/12footdavisparkbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=56.231233,-117.284145 | ||||||||||||||
| 6814 | Peace River Bridge | This is a large, but fairly late example of a steel tied arch bridge. The technical description of the main or most noteworthy span of the bridge is a 410 ft (124.97 m) metal tied Solid Ribbed through arch, fixed. The bridge was primarily built by Unknown. | 56.240011 | -117.304445 | AB-2 | Peace River | Peace River | Northern Sunrise County, Alberta | Alberta | Canada | Metal | Solid Ribbed | Tied | Through | Arch | Fixed | 0 | 4 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 1968 | 0 | Unknown | 4 | 5 | 410 | 124.97 | 1840 | 560.83 | 0 | 0 | https://historicbridges.org/alberta/hwy2peaceriverbridge/little_hwy_2_peace_river_peace_river_alberta_0292_small.jpg | https://historicbridges.org/alberta/hwy2peaceriverbridge/little_hwy_2_peace_river_peace_river_alberta_0292.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/hwy2peaceriverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=56.240011,-117.304445 | |||||||||||
| 6815 | Peace River Railway Bridge | This impressive bridge features a single through truss span and a series of deck truss Warren truss spans with an uncommon X pattern of diagonals in the center panel. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 56.239148 | -117.304077 | Railroad (Canadian National) | Peace River | Peace River | Northern Sunrise County, Alberta | Alberta | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | Metal | Modified Warren | Rivet-Connected | Deck | Truss | Fixed | 0 | 10 | 1918 | 0 | Unknown | 7 | 7 | 200 | 60.96 | 1840 | 560.83 | 0 | 0 | https://historicbridges.org/alberta/cnrpeaceriver/little_cnr_peace_river_railroad_peace_river_alberta_0159_small.jpg | https://historicbridges.org/alberta/cnrpeaceriver/little_cnr_peace_river_railroad_peace_river_alberta_0159.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/cnrpeaceriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=56.239148,-117.304077 | ||||||||
| 6816 | Heart River Railway Bridge | This high level bridge consists of a deck truss span and plate girder spans. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. | 56.229379 | -117.281200 | Railroad (Canadian National) | Heart River | Peace River | Northern Sunrise County, Alberta | Alberta | Canada | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 5 | 1 | Metal | Deck | Girder | Fixed | 0 | 11 | 1916 | 0 | Unknown | 6 | 6 | 0 | 0 | 660 | 201.17 | 0 | 0 | https://historicbridges.org/alberta/cnrheartriverbridge/little_cnr_heart_river_peace_river_alberta_0149_small.jpg | https://historicbridges.org/alberta/cnrheartriverbridge/little_cnr_heart_river_peace_river_alberta_0149.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/cnrheartriverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=56.229379,-117.281200 | ||||||||||
| 6817 | AB-56 Bridge | This is a relatively late example of a pony truss bridge, and it features member design details typical of the mid 20th century. The technical description of the main or most noteworthy span of the bridge is a metal bolt-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. | 52.787214 | -112.713146 | AB-56 | Battle River | Rural | Camrose County, Alberta | Alberta | Canada | Metal | Polygonal Warren | Bolt-Connected | Pony | Truss | Fixed | 6 | 2 | 0 | 0 | 1956 | 0 | Unknown | 4 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/alberta/battleriverbridge/little_battle_river_camrose_county_alberta_0052_small.jpg | https://historicbridges.org/alberta/battleriverbridge/little_battle_river_camrose_county_alberta_0052.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/battleriverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=52.787214,-112.713146 | ||||||||||||||
| 6818 | ! | Athabasca Bridge | This bridge has three Polygonal Warren through truss spans and two pony truss approach spans. The technical description of the main or most noteworthy span of the bridge is a 205 ft (62.48 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. | 54.728196 | -113.274689 | AB-813 | Athabasca River | Athabasca | Athabasca County, Alberta | Alberta | Canada | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 10 | 3 | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | 6 | 4 | 1952 | 0 | Unknown | 6 | 6 | 205 | 62.48 | 908 | 276.76 | 0 | 0 | https://historicbridges.org/alberta/athabascariverbridge/little_athabasca_river_athabasca_alberta_0051_small.jpg | https://historicbridges.org/alberta/athabascariverbridge/little_athabasca_river_athabasca_alberta_0051.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/athabascariverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=54.728196,-113.274689 | ||||||||
| 6819 | 11 Bridges of Wayne Bridge 1 | This is one of a unique and rare group of 11 historic bridges located on a relatively short stretch of road. The technical description of the main or most noteworthy span of the bridge is a 204 ft (62.18 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. | 51.414985 | -112.635144 | AB-10X | Rosebud River | Rosedale | Drumheller Town, Alberta | Alberta | Canada | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1951 | 0 | Unknown | 5 | 5 | 204 | 62.18 | 204 | 62.18 | 0 | 0 | https://historicbridges.org/alberta/wayne1/little_eleven_s_of_wayne_no_1_rosedale_alberta_0205_small.jpg | https://historicbridges.org/alberta/wayne1/little_eleven_s_of_wayne_no_1_rosedale_alberta_0205.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/wayne1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.414985,-112.635144 | ||||||||||||||
| 6820 | 11 Bridges of Wayne Bridge 2 | This is one of a unique and rare group of 11 historic bridges located on a relatively short stretch of road. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 51.415036 | -112.646093 | AB-10X | Rosebud River | Drumheller | Drumheller Town, Alberta | Alberta | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1906 | 0 | Unknown | 4 | 5 | 140 | 42.67 | 140 | 42.67 | 0 | 0 | https://historicbridges.org/alberta/wayne2/little_eleven_s_of_wayne_no_2_rosedale_alberta_0209_small.jpg | https://historicbridges.org/alberta/wayne2/little_eleven_s_of_wayne_no_2_rosedale_alberta_0209.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/wayne2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.415036,-112.646093 | ||||||||||||||
| 6821 | 11 Bridges of Wayne Bridge 3 | This is one of a unique and rare group of 11 historic bridges located on a relatively short stretch of road. The technical description of the main or most noteworthy span of the bridge is a 95 ft (28.96 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 51.405704 | -112.660513 | AB-10X | Rosebud River | Drumheller | Drumheller Town, Alberta | Alberta | Canada | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 8 | 1 | 0 | 0 | 1928 | 0 | Unknown | 4 | 4 | 95 | 28.96 | 95 | 28.96 | 0 | 0 | https://historicbridges.org/alberta/wayne3/little_eleven_s_of_wayne_no_3_wayne_alberta_0211_small.jpg | https://historicbridges.org/alberta/wayne3/little_eleven_s_of_wayne_no_3_wayne_alberta_0211.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/wayne3/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.405704,-112.660513 | ||||||||||||||
| 6822 | 11 Bridges of Wayne Bridge 4 | This is one of a unique and rare group of 11 historic bridges located on a relatively short stretch of road. The technical description of the main or most noteworthy span of the bridge is a 135 ft (41.15 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 51.403888 | -112.665761 | AB-10X | Rosebud River | Drumheller | Drumheller Town, Alberta | Alberta | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 1 | 1906 | 0 | Unknown | 4 | 5 | 135 | 41.15 | 164 | 49.99 | 0 | 0 | https://historicbridges.org/alberta/wayne4/little_eleven_s_of_wayne_no_4_wayne_alberta_0213_small.jpg | https://historicbridges.org/alberta/wayne4/little_eleven_s_of_wayne_no_4_wayne_alberta_0213.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/wayne4/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.403888,-112.665761 | ||||||||||||||
| 6823 | 11 Bridges of Wayne Bridge 5 | This is one of a unique and rare group of 11 historic bridges located on a relatively short stretch of road. The technical description of the main or most noteworthy span of the bridge is a 95 ft (28.96 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 51.400790 | -112.669114 | AB-10X | Rosebud River | Drumheller | Drumheller Town, Alberta | Alberta | Canada | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 8 | 1 | 0 | 0 | 1928 | 0 | Unknown | 4 | 4 | 95 | 28.96 | 95 | 28.96 | 0 | 0 | https://historicbridges.org/alberta/wayne5/little_eleven_s_of_wayne_no_5_wayne_alberta_0215_small.jpg | https://historicbridges.org/alberta/wayne5/little_eleven_s_of_wayne_no_5_wayne_alberta_0215.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/wayne5/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.400790,-112.669114 | ||||||||||||||
| 6824 | 11 Bridges of Wayne Bridge 6 | This is one of a unique and rare group of 11 historic bridges located on a relatively short stretch of road. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 51.398238 | -112.669380 | AB-10X | Rosebud River | Drumheller | Drumheller Town, Alberta | Alberta | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1906 | 0 | Unknown | 4 | 5 | 140 | 42.67 | 140 | 42.67 | 0 | 0 | https://historicbridges.org/alberta/wayne6/little_eleven_s_of_wayne_no_6_wayne_alberta_0217_small.jpg | https://historicbridges.org/alberta/wayne6/little_eleven_s_of_wayne_no_6_wayne_alberta_0217.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/wayne6/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.398238,-112.669380 | ||||||||||||||
| 6825 | 11 Bridges of Wayne Bridge 7 | This is one of a unique and rare group of 11 historic bridges located on a relatively short stretch of road. The technical description of the main or most noteworthy span of the bridge is a 77 ft (23.47 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 51.395116 | -112.666987 | AB-10X | Rosebud River | Drumheller | Drumheller Town, Alberta | Alberta | Canada | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 6 | 1 | 0 | 1 | 1928 | 0 | Unknown | 4 | 4 | 77 | 23.47 | 105 | 32 | 0 | 0 | https://historicbridges.org/alberta/wayne7/little_eleven_s_of_wayne_no_7_wayne_alberta_0220_small.jpg | https://historicbridges.org/alberta/wayne7/little_eleven_s_of_wayne_no_7_wayne_alberta_0220.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/wayne7/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.395116,-112.666987 | ||||||||||||||
| 6826 | 11 Bridges of Wayne Bridge 8 | This is one of a unique and rare group of 11 historic bridges located on a relatively short stretch of road. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 51.389588 | -112.661506 | AB-10X | Rosebud River | Drumheller | Drumheller Town, Alberta | Alberta | Canada | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 8 | 1 | 0 | 0 | 1922 | 0 | Unknown | 4 | 4 | 105 | 32 | 105 | 32 | 0 | 0 | https://historicbridges.org/alberta/wayne8/little_eleven_s_of_wayne_no_8_wayne_alberta_0222_small.jpg | https://historicbridges.org/alberta/wayne8/little_eleven_s_of_wayne_no_8_wayne_alberta_0222.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/wayne8/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.389588,-112.661506 | ||||||||||||||
| 6827 | 11 Bridges of Wayne Bridge 9 | This is one of a unique and rare group of 11 historic bridges located on a relatively short stretch of road. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal bolt-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 51.385988 | -112.658486 | AB-10X | Rosebud River | Drumheller | Drumheller Town, Alberta | Alberta | Canada | Metal | Pratt | Bolt-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 4 | 160 | 48.77 | 160 | 48.77 | 0 | 0 | https://historicbridges.org/alberta/wayne9/little_eleven_s_of_wayne_no_9_wayne_alberta_0223_small.jpg | https://historicbridges.org/alberta/wayne9/little_eleven_s_of_wayne_no_9_wayne_alberta_0223.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/wayne9/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.385988,-112.658486 | ||||||||||||||
| 6828 | 11 Bridges of Wayne Bridge 10 | This is one of a unique and rare group of 11 historic bridges located on a relatively short stretch of road. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 51.380738 | -112.660524 | AB-10X | Rosebud River | Drumheller | Drumheller Town, Alberta | Alberta | Canada | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 8 | 1 | 0 | 0 | 1926 | 0 | Unknown | 4 | 4 | 105 | 32 | 105 | 32 | 0 | 0 | https://historicbridges.org/alberta/wayne10/little_eleven_s_of_wayne_no_10_wayne_alberta_0206_small.jpg | https://historicbridges.org/alberta/wayne10/little_eleven_s_of_wayne_no_10_wayne_alberta_0206.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/wayne10/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.380738,-112.660524 | ||||||||||||||
| 6829 | 11 Bridges of Wayne Bridge 11 | This is one of a unique and rare group of 11 historic bridges located on a relatively short stretch of road. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Pratt pony truss, fixed. The bridge was primarily built by Unknown. | 51.376266 | -112.664070 | AB-10X | Rosebud River | Drumheller | Drumheller Town, Alberta | Alberta | Canada | Metal | Pratt | Rivet-Connected | Pony | Truss | Fixed | 8 | 1 | 0 | 0 | 1931 | 0 | Unknown | 4 | 4 | 100 | 30.48 | 100 | 30.48 | 0 | 0 | https://historicbridges.org/alberta/wayne11/little_eleven_s_of_wayne_no_11_wayne_alberta_0208_small.jpg | https://historicbridges.org/alberta/wayne11/little_eleven_s_of_wayne_no_11_wayne_alberta_0208.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/wayne11/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.376266,-112.664070 | ||||||||||||||
| 6830 | Dorothy Ferry Bridge | This bridge is noted for having both a Pratt and Parker truss spans in a single bridge. The technical description of the main or most noteworthy span of the bridge is a 195 ft (59.44 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba). | 51.280224 | -112.331559 | AB-848 | Red River | Dorothy | Special Area 2, Alberta | Alberta | Canada | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 8 | 2 | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 0 | 1 | 1908 | 0 | Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba) | 6 | 6 | 195 | 59.44 | 530 | 161.54 | 0 | 0 | https://historicbridges.org/alberta/dorothyferrybridge/little_dorothy_ferry_special_area_no_2_alberta_0192_small.jpg | https://historicbridges.org/alberta/dorothyferrybridge/little_dorothy_ferry_special_area_no_2_alberta_0192.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/dorothyferrybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.280224,-112.331559 | ||||||||
| 6831 | Chicago Bridge | This multi-span Parker truss was repaired with the addition of a Bailey truss following flood damage. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba). | 50.771935 | -113.131287 | AB-547 | Bow River | Rural | Wheatland County, Alberta | Alberta | Canada | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 10 | 3 | Metal | Bailey | Pony | Truss | Fixed | 0 | 1 | 1949 | 0 | Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba) | 6 | 6 | 175 | 53.34 | 670 | 204.22 | 0 | 0 | https://historicbridges.org/alberta/chicagobridge/little_chicago_wheatland_county_alberta_0145_small.jpg | https://historicbridges.org/alberta/chicagobridge/little_chicago_wheatland_county_alberta_0145.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/chicagobridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.771935,-113.131287 | |||||||||
| 6832 | AB-842 Bridge | This through truss bridge is flanked by single pony truss approach spans. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba). | 50.771719 | -112.845062 | AB-842 | Bow River | Rural | Wheatland County, Alberta | Alberta | Canada | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 0 | 1 | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | 0 | 4 | 1949 | 0 | Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba) | 6 | 7 | 200 | 60.96 | 475 | 144.78 | 0 | 0 | https://historicbridges.org/alberta/hwy842bowriverbridge/little_hwy_842_bow_river_wheatland_county_alberta_0311_small.jpg | https://historicbridges.org/alberta/hwy842bowriverbridge/little_hwy_842_bow_river_wheatland_county_alberta_0311.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/hwy842bowriverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.771719,-112.845062 | |||||||||
| 6833 | Snaring Road Bridge | This multi-span pony truss bridge is located in a breathtaking mountain setting. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. | 53.011629 | -118.086622 | Snaring Road | Snaring River | Rural | Jasper, Alberta | Alberta | Canada | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 3 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/alberta/snaringriverbridge/little_snaring_river_jasper_national_park_alberta_0550_small.jpg | https://historicbridges.org/alberta/snaringriverbridge/little_snaring_river_jasper_national_park_alberta_0550.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/snaringriverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.011629,-118.086622 | ||||||||||||||
| 6834 | Old Point Fort Bridge | This is a traditionally composed example of a riveted Pratt through truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 52.870639 | -118.063149 | Old Point Fort Road | Athabasca River | Rural | Jasper, Alberta | Alberta | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/alberta/oldfortpointbridge/little_old_fort_point_jasper_alberta_0487_small.jpg | https://historicbridges.org/alberta/oldfortpointbridge/little_old_fort_point_jasper_alberta_0487.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/oldfortpointbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=52.870639,-118.063149 | ||||||||||||||
| 6835 | Snaring River Railroad Bridge | This railroad bridge sits in the shadows of massive mountains. The technical description of the main or most noteworthy span of the bridge is a 230 ft (70.1 m) metal rivet-connected Camelback through truss, fixed. The bridge was primarily built by Unknown. | 53.013197 | -118.077996 | Railroad (Canadian National) | Snaring River | Rural | Jasper, Alberta | Alberta | Canada | Metal | Camelback | Rivet-Connected | Through | Truss | Fixed | 9 | 2 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 230 | 70.1 | 460 | 140.21 | 0 | 0 | https://historicbridges.org/alberta/cnsnaring/little_canadian_national_railway_snaring_river_jasper_national_park_alberta_0122_small.jpg | https://historicbridges.org/alberta/cnsnaring/little_canadian_national_railway_snaring_river_jasper_national_park_alberta_0122.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/cnsnaring/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.013197,-118.077996 | ||||||||||||||
| 6836 | H. J. Moberly Bridge | This graceful Parker truss span is located in a scenic mountain setting. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba). | 52.909925 | -118.058330 | Maligne Lake Road | Athabasca River | Rural | Jasper, Alberta | Alberta | Canada | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 11 | 0 | 0 | 0 | 1940 | 0 | Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba) | 6 | 6 | 200 | 60.96 | 220 | 67.06 | 0 | 0 | https://historicbridges.org/alberta/hjmoberlybridge/little_hj_moberly_jasper_alberta_0281_small.jpg | https://historicbridges.org/alberta/hjmoberlybridge/little_hj_moberly_jasper_alberta_0281.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/hjmoberlybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=52.909925,-118.058330 | ||||||||||||||
| 6837 | Dunvegan Bridge | This is a late but beautiful example of a medium size suspension bridge. The technical description of the main or most noteworthy span of the bridge is a 905 ft (275.84 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily designed by V. E. McCune. | 55.921097 | -118.604807 | AB-2 | Peace River | Dunvegan | Fairview District, Alberta | Alberta | Canada | Metal | Pony Truss Stiffening | Wire Cable | Suspension | Fixed | 0 | 3 | 0 | 0 | 1960 | 0 | V. E. McCune | 6 | 6 | 905 | 275.84 | 2375 | 723.9 | 0 | 0 | https://historicbridges.org/alberta/dunvegansuspensionbridge/little_dunvegan_suspension_municipal_district_of_fairview_no_136_alberta_0198_small.jpg | https://historicbridges.org/alberta/dunvegansuspensionbridge/little_dunvegan_suspension_municipal_district_of_fairview_no_136_alberta_0198.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/dunvegansuspensionbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=55.921097,-118.604807 | |||||||||||||||
| 6838 | MacKenzie Bridge | This is a nice looking three span Parker through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 49.731975 | -113.398207 | AB-811 | Oldman River | Fort Macleod | Willow Creek District, Alberta | Alberta | Canada | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 10 | 3 | 0 | 1 | 1909 | 0 | Unknown | 6 | 6 | 180 | 54.86 | 570 | 173.74 | 0 | 0 | https://historicbridges.org/alberta/mackenziebridge/little_mackenzie_fort_macleod_alberta_0425_small.jpg | https://historicbridges.org/alberta/mackenziebridge/little_mackenzie_fort_macleod_alberta_0425.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/mackenziebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.731975,-113.398207 | ||||||||||||||
| 6839 | Fort Assiniboine Bridge | This traditional through truss bridge is noted for its multi-span configuration. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 54.320454 | -114.784476 | AB-33 | Athabasca River | Fort Assiniboine | Barrhead County, Alberta and Woodlands County, Alberta | Alberta | Canada | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 10 | 4 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 200 | 60.96 | 800 | 243.84 | 0 | 0 | https://historicbridges.org/alberta/fortassiniboinebridge/little_fort_assiniboine_fort_assiniboine_alberta_0257_small.jpg | https://historicbridges.org/alberta/fortassiniboinebridge/little_fort_assiniboine_fort_assiniboine_alberta_0257.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/fortassiniboinebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=54.320454,-114.784476 | ||||||||||||||
| 6841 | Borden Bridge | Ceepee Bridge | Bypassed and left in place, this is a massive and stunning example of a concrete bowstring arch bridge. The technical description of the main or most noteworthy span of the bridge is a 213.5 ft (65.07 m) concrete tied Rainbow through arch, fixed. The bridge was primarily built by R. J. Arrand Construction Company of Saskatoon, Saskatchewan. The bridge was primarily designed by Chalmers Jack Mackenzie and Beverley A. Evans. | 52.373140 | -107.149965 | SK-16 (Abandoned Alignment) | North Saskatchewan River | Rural | Division 16 (North Battleford), Saskatchewan | Saskatchewan | Canada | Concrete | Rainbow | Tied | Through | Arch | Fixed | 0 | 3 | Concrete | T-Beam | Fixed | 0 | 4 | 1936 | 0 | R. J. Arrand Construction Company of Saskatoon, Saskatchewan | Chalmers Jack Mackenzie and Beverley A. Evans | 6 | 6 | 213.5 | 65.07 | 845 | 257.56 | 0 | 0 | https://historicbridges.org/saskatchewan/bordenbridge/little_borden_ceepee_rm_of_great_bend_no_405_saskatchewan_0088_small.jpg | https://historicbridges.org/saskatchewan/bordenbridge/little_borden_ceepee_rm_of_great_bend_no_405_saskatchewan_0088.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/bordenbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=52.373140,-107.149965 | |||||||||
| 6842 | Moose Jaw River Bridge | This attractive two span concrete bowstring arch bridge today serves a driveway. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) concrete Rainbow through arch, fixed. The bridge was primarily built by John Kenward, of Regina, Saskatchewan. | 50.348207 | -105.533616 | Private Drive | Moose Jaw River | Rural | Division 7 (Moose Jaw), Saskatchewan | Saskatchewan | Canada | Concrete | Rainbow | Through | Arch | Fixed | 0 | 2 | 0 | 0 | 1924 | 0 | John Kenward, of Regina, Saskatchewan | 8 | 8 | 70 | 21.34 | 139.8 | 42.61 | 18 | 5.49 | https://historicbridges.org/saskatchewan/moosejawriverbowstring/little_moose_jaw_river_bowstring_arch_rm_of_moose_jaw_no_161_saskatchewan_0448_small.jpg | https://historicbridges.org/saskatchewan/moosejawriverbowstring/little_moose_jaw_river_bowstring_arch_rm_of_moose_jaw_no_161_saskatchewan_0448.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/moosejawriverbowstring/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.348207,-105.533616 | |||||||||||||||
| 6843 | Sherwood Forest Bridge | Hungry Hollow Bridge | This is one of the only surviving examples of an earth-filled concrete arch bridge in the province. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Parsons and Kenward of Regina, Saskatchewan. | 50.499535 | -104.800290 | Range Road 2212 | Wascana Creek | Rural | Division 6 (Regina), Saskatchewan | Saskatchewan | Canada | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1920 | 0 | Parsons and Kenward of Regina, Saskatchewan | 7 | 7 | 80 | 24.38 | 80 | 24.38 | 0 | 0 | https://historicbridges.org/saskatchewan/sherwoodforest/little_sherwood_forest_hungry_hollow_rm_of_sherwood_no_159_saskatchewan_0544_small.jpg | https://historicbridges.org/saskatchewan/sherwoodforest/little_sherwood_forest_hungry_hollow_rm_of_sherwood_no_159_saskatchewan_0544.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/sherwoodforest/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.499535,-104.800290 | ||||||||||||||
| 6844 | Qu'Appelle River Bridge | This attractive concrete bowstring arch bridge is located on a very rural road. The technical description of the main or most noteworthy span of the bridge is a 84 ft (25.6 m) concrete Rainbow through truss, fixed. The bridge was primarily built by Unknown. | 50.650489 | -103.588318 | Unnamed Road | Qu'Appelle River | Indian Head No. 156 | Division 6 (Regina), Saskatchewan | Saskatchewan | Canada | Concrete | Rainbow | Through | Truss | Fixed | 0 | 2 | 0 | 0 | 1928 | 0 | Unknown | 7 | 7 | 84 | 25.6 | 168 | 51.21 | 18 | 5.49 | https://historicbridges.org/saskatchewan/indianheadno156/little_quappelle_river_bowstring_arch_rm_of_indian_head_no_156_saskatchewan_0516_small.jpg | https://historicbridges.org/saskatchewan/indianheadno156/little_quappelle_river_bowstring_arch_rm_of_indian_head_no_156_saskatchewan_0516.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/indianheadno156/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.650489,-103.588318 | |||||||||||||||
| 6845 | Long Lake Creek Bridge | This is a small but rare surviving example of a concrete bowstring arch bridge. The technical description of the main or most noteworthy span of the bridge is a concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. | 50.702645 | -104.808467 | Russell Hill Road (SK-729) | Long Lake Creek | Craven | Division 6 (Regina), Saskatchewan | Saskatchewan | Canada | Concrete | Rainbow | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1930 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/saskatchewan/longlakecreek/little_long_lake_creek_bowstring_arch_craven_saskatchewan_0410_small.jpg | https://historicbridges.org/saskatchewan/longlakecreek/little_long_lake_creek_bowstring_arch_craven_saskatchewan_0410.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/longlakecreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.702645,-104.808467 | |||||||||||||||
| 6846 | Swift Current Creek Railway Bridge | Although it carries local highway traffic today, this bridge is a former railway bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 50.359968 | -107.653367 | Unnamed Road | Swift Current Creek | Rural | Division 7 (Moose Jaw), Saskatchewan | Saskatchewan | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 12 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/saskatchewan/oldswiftcurrentcreek/little_old_swift_current_creek_railroad_excelsior_no_166_saskatchewan_0499_small.jpg | https://historicbridges.org/saskatchewan/oldswiftcurrentcreek/little_old_swift_current_creek_railroad_excelsior_no_166_saskatchewan_0499.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/oldswiftcurrentcreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.359968,-107.653367 | ||||||||||||||
| 6847 | SK-37 Swift Current Creek Bridge | This two span concrete bowstring arch has been bypassed and abandoned. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. | 49.894555 | -108.454229 | SK-37 (Abandoned Alignment) | Swift Current Creek | Rural | Division 4 (Maple Creek), Saskatchewan | Saskatchewan | Canada | Concrete | Rainbow | Through | Arch | Fixed | 0 | 2 | 0 | 0 | 1938 | 0 | Unknown | 7 | 7 | 70 | 21.34 | 140 | 42.67 | 0 | 0 | https://historicbridges.org/saskatchewan/swiftcurrent2/little_swift_current_creek_rm_of_bone_creek_no_108_saskatchewan_0578_small.jpg | https://historicbridges.org/saskatchewan/swiftcurrent2/little_swift_current_creek_rm_of_bone_creek_no_108_saskatchewan_0578.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/swiftcurrent2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.894555,-108.454229 | |||||||||||||||
| 6848 | 11 Avenue Southwest Bridge | This is a traditionally composed Parker through truss span that retains good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 50.242683 | -107.814985 | 11 Avenue Southwest | Swift Current Creek | Rural | Division 8 (Swift Current), Saskatchewan | Saskatchewan | Canada | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1917 | 0 | Unknown | 6 | 6 | 150 | 45.72 | 150 | 45.72 | 16 | 4.88 | https://historicbridges.org/saskatchewan/swiftcurrentcreekbridge/little_swift_current_creek_swift_current_no_137_saskatchewan_0579_small.jpg | https://historicbridges.org/saskatchewan/swiftcurrentcreekbridge/little_swift_current_creek_swift_current_no_137_saskatchewan_0579.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/swiftcurrentcreekbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.242683,-107.814985 | ||||||||||||||
| 6849 | River Avenue Bridge | This is an uncommon example of a Pennsylvania through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 235 ft (71.63 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba). | 51.172805 | -114.466952 | River Avenue | Bow River | Cochrane | Rocky View County, Alberta | Alberta | Canada | Metal | Pennsylvania | Rivet-Connected | Through | Truss | Fixed | 14 | 2 | 0 | 0 | 1926 | 0 | Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba) | 7 | 7 | 235 | 71.63 | 715 | 217.93 | 0 | 0 | https://historicbridges.org/alberta/bowriverbridge/little_bow_river_cochrane_alberta_0093_small.jpg | https://historicbridges.org/alberta/bowriverbridge/little_bow_river_cochrane_alberta_0093.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/bowriverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.172805,-114.466952 | ||||||||||||||
| 6850 | Headsville Bridge | Bypassed and left in place, this is an outstanding, and unaltered example of the typical designs of the Wrought Iron Bridge Company in the 1890s. The technical description of the main or most noteworthy span of the bridge is a 160.8 ft (49.01 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 39.392037 | -78.852777 | Beaver Run Road (CR-16) | Patterson Creek | Rural | Mineral County, West Virginia | West Virginia | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1891 | 0 | Wrought Iron Bridge Company of Canton, Ohio | 7 | 7 | 160.8 | 49.01 | 164.7 | 50.2 | 13.5 | 4.11 | https://historicbridges.org/wvirginia/headsville/little_img_6470_small.jpg | https://historicbridges.org/wvirginia/headsville/little_img_6470.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/headsville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.392037,-78.852777 | ||||||||||||||
| 6851 | Empress Bridge | This bridge is noted for its unusual tapered endposts. The technical description of the main or most noteworthy span of the bridge is a 250 ft (76.2 m) metal bolt-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. | 50.730958 | -110.070290 | AB-41 | South Saskatchewan River | Empress | Special Area 2, Alberta and Cypress County, Alberta | Alberta | Canada | Metal | Polygonal Warren | Bolt-Connected | Through | Truss | Fixed | 12 | 4 | 0 | 0 | 1961 | 0 | Unknown | 6 | 6 | 250 | 76.2 | 1010 | 307.85 | 0 | 0 | https://historicbridges.org/alberta/empressbridge/little_empress_cypress_county_and_special_district_no_3_alberta_0227_small.jpg | https://historicbridges.org/alberta/empressbridge/little_empress_cypress_county_and_special_district_no_3_alberta_0227.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/empressbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.730958,-110.070290 | ||||||||||||||
| 6852 | Driftpile River Bridge | Still open to local traffic, this through truss bridge sits next to the newer bridge that serves current highway traffic. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Calgary, Alberta). | 55.346184 | -115.795962 | Old AB-2 | Driftpile River | Rural | Big Lakes County, Alberta | Alberta | Canada | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1954 | 0 | Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Calgary, Alberta) | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/alberta/driftpileriverbridge/little_driftpile_river_driftpile_reserve_alberta_0194_small.jpg | https://historicbridges.org/alberta/driftpileriverbridge/little_driftpile_river_driftpile_reserve_alberta_0194.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/driftpileriverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=55.346184,-115.795962 | ||||||||||||||
| 6853 | Finlay Bridge | This beautiful bridge is noted for its number of spans. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Canadian Bridge Company of Walkerville, Ontario. The bridge was primarily designed by John Chambers. | 50.042978 | -110.678361 | 2 Avenue Northeast (6 Avenue Southeast) | South Saskatchewan River, River Road, and Parkview Drive | Medicine Hat | Cypress County, Alberta | Alberta | Canada | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 8 | 5 | 0 | 0 | 1908 | 0 | Canadian Bridge Company of Walkerville, Ontario | John Chambers | 5 | 5 | 180 | 54.86 | 900 | 274.32 | 0 | 0 | https://historicbridges.org/alberta/finlaybridge/little_finlay_medicine_hat_alberta_0244_small.jpg | https://historicbridges.org/alberta/finlaybridge/little_finlay_medicine_hat_alberta_0244.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/finlaybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.042978,-110.678361 | |||||||||||||
| 6854 | Bindloss Bridge | This multi-span truss bridge is located in a very rural location. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba). | 50.903550 | -110.299213 | Range Road 30A | Red Deer River | Rural | Special Area 2, Alberta and Acadia District, Alberta | Alberta | Canada | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 10 | 3 | 0 | 0 | 1922 | 0 | Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba) | 5 | 5 | 200 | 60.96 | 600 | 182.88 | 0 | 0 | https://historicbridges.org/alberta/bindlossbridge/little_bindloss_special_district_no_2_and_municipal_district_of_acadia_no_34_alberta_0083_small.jpg | https://historicbridges.org/alberta/bindlossbridge/little_bindloss_special_district_no_2_and_municipal_district_of_acadia_no_34_alberta_0083.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/bindlossbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.903550,-110.299213 | ||||||||||||||
| 6855 | Dawson Bridge | East End Bridge | This large bridge is noted for its length and for having three different truss types. The technical description of the main or most noteworthy span of the bridge is a 250 ft (76.2 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. | 53.548743 | -113.467282 | Rowland Road | North Saskatchewan River | Edmonton | Edmonton, Alberta | Alberta | Canada | Metal | Pennsylvania | Rivet-Connected | Through | Truss | Fixed | 14 | 1 | Metal | Camelback | Rivet-Connected | Through | Truss | Fixed | 0 | 4 | 1912 | 2010 | Dominion Bridge Company of Montréal, Québec | 8 | 8 | 250 | 76.2 | 776 | 236.52 | 0 | 0 | https://historicbridges.org/alberta/dawsonbridge/little_dawson_edmonton_alberta_0179_small.jpg | https://historicbridges.org/alberta/dawsonbridge/little_dawson_edmonton_alberta_0179.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/dawsonbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.548743,-113.467282 | |||||||
| 6856 | AB-520 Willow Creek Bridge | This is a traditionally composed example of a Parker truss bridge. The technical description of the main or most noteworthy span of the bridge is a 195 ft (59.44 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 49.990106 | -113.681821 | AB-520 | Willow Creek | Rural | Willow Creek District, Alberta | Alberta | Canada | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1912 | 0 | Unknown | 5 | 5 | 195 | 59.44 | 200 | 60.96 | 0 | 0 | https://historicbridges.org/alberta/hwy520willowcreekbridge/little_hwy_520_willow_creek_municipal_district_of_willow_creek_no_26_alberta_0303_small.jpg | https://historicbridges.org/alberta/hwy520willowcreekbridge/little_hwy_520_willow_creek_municipal_district_of_willow_creek_no_26_alberta_0303.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/hwy520willowcreekbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.990106,-113.681821 | ||||||||||||||
| 6857 | AB-875 Bridge | This three span truss bridge has one larger central span with a smaller span at each end. The technical description of the main or most noteworthy span of the bridge is a 305 ft (92.96 m) rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba). | 50.130219 | -111.777513 | AB-875 | Bow River | Rural | Taber District, Alberta and Newell County, Alberta | Alberta | Canada | Pennsylvania | Rivet-Connected | Through | Truss | Fixed | 14 | 1 | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 10 | 2 | 1929 | 1975 | Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba) | 6 | 6 | 305 | 92.96 | 700 | 213.36 | 0 | 0 | https://historicbridges.org/alberta/hwy875bowriverbridge/little_hwy_875_bow_river_county_of_newell_and_municipal_district_of_taber_alberta_0315_small.jpg | https://historicbridges.org/alberta/hwy875bowriverbridge/little_hwy_875_bow_river_county_of_newell_and_municipal_district_of_taber_alberta_0315.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/hwy875bowriverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.130219,-111.777513 | |||||||||
| 6858 | TR-332 Bridge | This single span Pratt truss bridge is a typical example of its kind. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba). | 51.824759 | -114.359117 | TR-332 | Little Red Deer River | Rural | Mountain View County, Alberta | Alberta | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1924 | 0 | Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba) | 5 | 5 | 130 | 39.62 | 130 | 39.62 | 0 | 0 | https://historicbridges.org/alberta/townshiproad332/little_township_road_332_little_red_deer_river_mountain_view_county_alberta_0584_small.jpg | https://historicbridges.org/alberta/townshiproad332/little_township_road_332_little_red_deer_river_mountain_view_county_alberta_0584.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/townshiproad332/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.824759,-114.359117 | ||||||||||||||
| 6859 | TR-723 Bridge | This bridge is noted for its combination of pony truss spans and a through truss span. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba). | 55.244105 | -115.360326 | TR-723 | Swan River | Rural | Big Lakes County, Alberta | Alberta | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 5 | 2 | 1920 | 0 | Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba) | 5 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/alberta/swanriverbridge/little_swan_river_big_lakes_county_alberta_0570_small.jpg | https://historicbridges.org/alberta/swanriverbridge/little_swan_river_big_lakes_county_alberta_0570.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/swanriverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=55.244105,-115.360326 | ||||||||
| 6860 | Range Road 210B Bridge | This is a traditional Pratt truss bridge in a rural setting. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba). | 53.896732 | -112.995682 | Range Road 210B | Redwater River | Rural | Sturgeon County, Alberta | Alberta | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1931 | 0 | Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba) | 5 | 5 | 120 | 36.58 | 120 | 36.58 | 0 | 0 | https://historicbridges.org/alberta/redwaterriverbridge/little_redwater_river_sturgeon_county_alberta_0522_small.jpg | https://historicbridges.org/alberta/redwaterriverbridge/little_redwater_river_sturgeon_county_alberta_0522.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/redwaterriverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.896732,-112.995682 | ||||||||||||||
| 6861 | Banff-Windermere Highway Bridge | This bridge is noted as a product of the Hamilton Bridge Company, a company that was much more prolific in other provinces like Ontario. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. | 51.266648 | -115.927067 | Banff-Windermere Highway | Bow River | Rural | Banff, Alberta | Alberta | Canada | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1950 | 0 | Hamilton Bridge Company of Hamilton, Ontario | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/alberta/castlejunctionbridge/little_castle_junction_banff_national_park_alberta_0136_small.jpg | https://historicbridges.org/alberta/castlejunctionbridge/little_castle_junction_banff_national_park_alberta_0136.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/castlejunctionbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.266648,-115.927067 | ||||||||||||||
| 6862 | Bow River West Channel Railroad Bridge | This is a heavy duty 1890s railroad pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 51.089260 | -115.373437 | Railroad (Spur Line Rail-Trail) (Former Canadian Pacific) | Bow River (West Channel) | Canmore | Bighorn District, Alberta | Alberta | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 12 | 1 | 0 | 0 | 1891 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/alberta/bowriverrailroadbridge/little_bow_river_railroad_canmore_alberta_0096_small.jpg | https://historicbridges.org/alberta/bowriverrailroadbridge/little_bow_river_railroad_canmore_alberta_0096.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/bowriverrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.089260,-115.373437 | ||||||||||||||
| 6863 | Whitecourt Railway Bridge | This extremely unusual railroad bridge contains two spans that are the salvaged arms of a former swing bridge. The technical description of the main or most noteworthy span of the bridge is a 173 ft (52.73 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 54.139817 | -115.699249 | Railroad (Canadian National) | McLeod River | Whitecourt | Woodlands County, Alberta | Alberta | Canada | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 2 | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 2 | 0 | 0 | Unknown | 5 | 5 | 173 | 52.73 | 640 | 195.07 | 0 | 0 | https://historicbridges.org/alberta/cnrmcleodriverrail/little_cnr_mcleod_river_railroad_whitecourt_alberta_0155_small.jpg | https://historicbridges.org/alberta/cnrmcleodriverrail/little_cnr_mcleod_river_railroad_whitecourt_alberta_0155.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/cnrmcleodriverrail/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=54.139817,-115.699249 | ||||||||
| 6864 | Markerville Bridge | This truss bridge is noted for its heavy skew. The technical description of the main or most noteworthy span of the bridge is a 185 ft (56.39 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba). | 52.122929 | -114.173816 | Main Avenue (TR-364B) | Medicine River | Markerville | Red Deer County, Alberta | Alberta | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1931 | 0 | Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba) | 5 | 5 | 185 | 56.39 | 185 | 56.39 | 0 | 0 | https://historicbridges.org/alberta/medicineriverbridge/little_medicine_river_markerville_alberta_0439_small.jpg | https://historicbridges.org/alberta/medicineriverbridge/little_medicine_river_markerville_alberta_0439.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/medicineriverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=52.122929,-114.173816 | ||||||||||||||
| 6865 | Forestry Trunk Road Bridge | This is a graceful two span truss bridge in a scenic rural location. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba). | 52.397075 | -116.075879 | AB-734, AB-40 (Forestry Trunk Road) | North Saskatchewan River | Rural | Clearwater County, Alberta | Alberta | Canada | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 10 | 2 | 0 | 0 | 1926 | 0 | Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba) | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/alberta/northsaskatchewanriverbridge/little_north_saskatchewan_river_clearwater_county_alberta_0463_small.jpg | https://historicbridges.org/alberta/northsaskatchewanriverbridge/little_north_saskatchewan_river_clearwater_county_alberta_0463.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/northsaskatchewanriverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=52.397075,-116.075879 | ||||||||||||||
| 6866 | AB-897 Bridge | This is a large, multi-span example of a mid-20th century through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba). | 53.660467 | -110.336777 | AB-897 | North Saskatchewan River | Rural | Vermilion River County, Alberta | Alberta | Canada | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 10 | 5 | 0 | 0 | 1957 | 0 | Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba) | 5 | 5 | 200 | 60.96 | 1000 | 304.8 | 0 | 0 | https://historicbridges.org/alberta/leaparknorthsaskatchewan/little_lea_park_north_saskatchewan_river_county_of_vermilion_river_alberta_0361_small.jpg | https://historicbridges.org/alberta/leaparknorthsaskatchewan/little_lea_park_north_saskatchewan_river_county_of_vermilion_river_alberta_0361.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/leaparknorthsaskatchewan/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.660467,-110.336777 | ||||||||||||||
| 6867 | Jenner Bridge | This three span bridge features a center span that is slightly larger than the end spans. The technical description of the main or most noteworthy span of the bridge is a 250 ft (76.2 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba). | 50.838495 | -111.176786 | AB-884 | Red Deer River | Rural | Special Area 2, Alberta and Special Area 3, Alberta | Alberta | Canada | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 12 | 3 | 0 | 0 | 1950 | 0 | Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba) | 5 | 5 | 250 | 76.2 | 660 | 201.17 | 0 | 0 | https://historicbridges.org/alberta/jennerbridge/little_jenner_special_district_no_2_and_special_district_no_3_alberta_0332_small.jpg | https://historicbridges.org/alberta/jennerbridge/little_jenner_special_district_no_2_and_special_district_no_3_alberta_0332.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/jennerbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.838495,-111.176786 | ||||||||||||||
| 6868 | Range Road 40 Bridge | This bridge is notable as a product of the Calgary plant of the Dominion Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Calgary, Alberta). | 51.803586 | -114.425919 | Range Road 40 (Range Road 35A) | Little Red Deer River | Rural | Mountain View County, Alberta | Alberta | Canada | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1937 | 0 | Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Calgary, Alberta) | 5 | 5 | 170 | 51.82 | 170 | 51.82 | 0 | 0 | https://historicbridges.org/alberta/rangeroad40/little_range_road_40_little_red_deer_river_mountain_view_county_alberta_0519_small.jpg | https://historicbridges.org/alberta/rangeroad40/little_range_road_40_little_red_deer_river_mountain_view_county_alberta_0519.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/rangeroad40/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.803586,-114.425919 | ||||||||||||||
| 6871 | AB-886 Bridge | This is an noteworthy four span through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba). | 50.847578 | -110.695705 | AB-886 | Red River | Rural | Special Area 2, Alberta and Special Area 3, Alberta | Alberta | Canada | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 10 | 4 | 0 | 2 | 1931 | 0 | Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba) | 6 | 6 | 200 | 60.96 | 860 | 262.13 | 0 | 0 | https://historicbridges.org/alberta/hwy886reddeerriver/little_hwy_886_red_deer_river_special_district_no_2_alberta_0318_small.jpg | https://historicbridges.org/alberta/hwy886reddeerriver/little_hwy_886_red_deer_river_special_district_no_2_alberta_0318.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/hwy886reddeerriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.847578,-110.695705 | ||||||||||||||
| 6872 | MacDonald Avenue Bridge | 12th Avenue Bridge | This bridge is noted for its age and as an uncommon surviving bridge by Algoma Steel Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Camelback through truss, fixed. The bridge was primarily built by Algoma Steel Bridge Company of Winnipeg, Manitoba. | 51.041336 | -114.044621 | 12th Avenue (MacDonald Avenue) | Elbow River | Calgary | Calgary, Alberta | Alberta | Canada | Metal | Camelback | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1911 | 0 | Algoma Steel Bridge Company of Winnipeg, Manitoba | 5 | 5 | 150 | 45.72 | 150 | 45.72 | 0 | 0 | https://historicbridges.org/alberta/macdonaldbridge/little_macdonald_calgary_alberta_0423_small.jpg | https://historicbridges.org/alberta/macdonaldbridge/little_macdonald_calgary_alberta_0423.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/macdonaldbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.041336,-114.044621 | |||||||||||||
| 6873 | Shandro Bridge | This is a large, uncommon example of a deck truss bridge in Alberta. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal bolt-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 53.976017 | -112.150749 | AB-857 | North Saskatchewan River | Rural | Two Hills County, Alberta and Smoky Lake County, Alberta | Alberta | Canada | Metal | Warren | Bolt-Connected | Deck | Truss | Fixed | 10 | 5 | 0 | 0 | 1962 | 0 | Unknown | 5 | 6 | 200 | 60.96 | 1000 | 304.8 | 0 | 0 | https://historicbridges.org/alberta/shandrobridge/little_shandro_county_of_two_hills_no_21_and_smoky_lake_county_alberta_0543_small.jpg | https://historicbridges.org/alberta/shandrobridge/little_shandro_county_of_two_hills_no_21_and_smoky_lake_county_alberta_0543.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/shandrobridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.976017,-112.150749 | ||||||||||||||
| 6874 | Old Ronalane Bridge | This bridge was designed to support a siphon carrying water as well as a highway. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 50.044604 | -111.580989 | Abandoned Road | Bow River | Rural | Cypress County, Alberta | Alberta | Canada | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 10 | 6 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 120 | 36.58 | 882 | 268.83 | 0 | 0 | https://historicbridges.org/alberta/oldronalanebowriverbridge/little_old_ronalane_bow_river_cypress_county_alberta_0494_small.jpg | https://historicbridges.org/alberta/oldronalanebowriverbridge/little_old_ronalane_bow_river_cypress_county_alberta_0494.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/oldronalanebowriverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.044604,-111.580989 | ||||||||||||||
| 6875 | Low Level Bridge | Edmonton Bridge | This bridge is actually two bridges side by side, one dating to 1900 and the other dating to 1949. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) rivet-connected Pratt through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba). | 53.537944 | -113.486734 | Connors Road | North Saskatchewan River | Edmonton | Edmonton, Alberta | Alberta | Canada | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 4 | 0 | 0 | 1900 | 2006 | Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba) | 8 | 8 | 170 | 51.82 | 699 | 213.06 | 0 | 0 | https://historicbridges.org/alberta/lowlevelbridge/little_low_level_edmonton_alberta_0418_small.jpg | https://historicbridges.org/alberta/lowlevelbridge/little_low_level_edmonton_alberta_0418.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/lowlevelbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.537944,-113.486734 | ||||||||||||||
| 6876 | High Level Bridge | This large bridge is an extremely rare example of a combined highway and railway double-deck bridge. The technical description of the main or most noteworthy span of the bridge is a 289 ft (88.09 m) metal rivet-connected Baltimore deck truss, fixed. The bridge was primarily built by John B. Gunn and Sons. The bridge was primarily designed by Phillips B. Motley. | 53.530708 | -113.510763 | 109 Street and Railroad (Streetcar) | North Saskatchewan River | Edmonton | Edmonton, Alberta | Alberta | Canada | Metal | Baltimore | Rivet-Connected | Deck | Truss | Fixed | 12 | 3 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 0 | 25 | 1913 | 0 | John B. Gunn and Sons | Phillips B. Motley | 9 | 10 | 289 | 88.09 | 2550 | 777.24 | 0 | 0 | https://historicbridges.org/alberta/highlevelbridge/little_high_level_edmonton_alberta_0287_small.jpg | https://historicbridges.org/alberta/highlevelbridge/little_high_level_edmonton_alberta_0287.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/highlevelbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.530708,-113.510763 | |||||||
| 6877 | Reconciliation Bridge | Langevin Bridge | This is an attractive two span truss bridge in good condition in Calgary. The technical description of the main or most noteworthy span of the bridge is a 190 ft (57.91 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 51.049921 | -114.052327 | 4th Street | Bow River | Calgary | Calgary, Alberta | Alberta | Canada | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 8 | 2 | 0 | 0 | 1910 | 0 | Unknown | 7 | 7 | 190 | 57.91 | 382.5 | 116.59 | 0 | 0 | https://historicbridges.org/alberta/langevinbridge/little_langevin_calgary_alberta_0358_small.jpg | https://historicbridges.org/alberta/langevinbridge/little_langevin_calgary_alberta_0358.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/langevinbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.049921,-114.052327 | |||||||||||||
| 6878 | Medicine Hat Railway Bridge | This bridge consists of a combination of truss spans and plate girder spans. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 50.043935 | -110.675794 | Railroad (Canadian Pacific) | South Saskatchewan River | Medicine Hat | Cypress County, Alberta | Alberta | Canada | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 2 | Metal | Through | Girder | Fixed | 0 | 6 | 0 | 0 | Unknown | 5 | 5 | 150 | 45.72 | 977 | 297.79 | 0 | 0 | https://historicbridges.org/alberta/cprsouthsaskatchewanriver/little_cpr_south_saskatchewan_river_medicine_hat_alberta_0171_small.jpg | https://historicbridges.org/alberta/cprsouthsaskatchewanriver/little_cpr_south_saskatchewan_river_medicine_hat_alberta_0171.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/cprsouthsaskatchewanriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.043935,-110.675794 | ||||||||||
| 6879 | AB-3A Bridge | This is a late but rare and attractive example of a concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a concrete (stone faced) Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 49.583734 | -114.207002 | AB-3A | Crowsnest River | Rural | Pincher Creek District, Alberta | Alberta | Canada | Concrete (Stone Faced) | Open Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1953 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/alberta/hwy3acrowsnestriverbridge/little_hwy_3a_crowsnest_river_pincher_creek_alberta_0294_small.jpg | https://historicbridges.org/alberta/hwy3acrowsnestriverbridge/little_hwy_3a_crowsnest_river_pincher_creek_alberta_0294.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/hwy3acrowsnestriverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.583734,-114.207002 | |||||||||||||||
| 6880 | Crowsnest River Railway Bridge | This is a traditional riveted railway through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 155 ft (47.24 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 49.581325 | -114.209869 | Railroad (Canadian Pacific) | Crowsnest River | Rural | Pincher Creek District, Alberta | Alberta | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 155 | 47.24 | 155 | 47.24 | 0 | 0 | https://historicbridges.org/alberta/cprcrowsnestriver/little_cpr_crowsnest_river_pincher_creek_alberta_0169_small.jpg | https://historicbridges.org/alberta/cprcrowsnestriver/little_cpr_crowsnest_river_pincher_creek_alberta_0169.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/cprcrowsnestriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.581325,-114.209869 | ||||||||||||||
| 6881 | Louise Bridge | Hillhurst Bridge | This bridge is a five span reinforced concrete closed-spandrel arch. The technical description of the main or most noteworthy span of the bridge is a 115 ft (35.05 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Fegles Construction Company of Minneapolis, Minnesota. The bridge was primarily designed by Simpson Roberts Wappel. | 51.051117 | -114.084935 | 10th Street | Bow River | Calgary | Calgary, Alberta | Alberta | Canada | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 5 | 0 | 0 | 1921 | 0 | Fegles Construction Company of Minneapolis, Minnesota | Simpson Roberts Wappel | 6 | 7 | 115 | 35.05 | 564 | 171.91 | 52.5 | 16 | https://historicbridges.org/alberta/louisebridge/little_louise_calgary_alberta_0412_small.jpg | https://historicbridges.org/alberta/louisebridge/little_louise_calgary_alberta_0412.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/louisebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.051117,-114.084935 | |||||||||||||
| 6882 | Fabyan Trestle Bridge | Battle River Railway Trestle | For a single year, this was the longest steel trestle in Canada, and it remains a large and impressive structure. The technical description of the main or most noteworthy span of the bridge is a 155 ft (47.24 m) metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. | 52.876815 | -111.057789 | Railroad (Canadian National) | Battle River | Rural | Wainwright District, Alberta | Alberta | Canada | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 5 | 1 | Metal | Deck | Girder | Fixed | 0 | 0 | 1908 | 0 | Unknown | 5 | 5 | 155 | 47.24 | 2775 | 845.82 | 0 | 0 | https://historicbridges.org/alberta/battleriverrailway/little_battle_river_railway_trestle_municipal_district_of_wainwright_no_61_alberta_0057_small.jpg | https://historicbridges.org/alberta/battleriverrailway/little_battle_river_railway_trestle_municipal_district_of_wainwright_no_61_alberta_0057.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/battleriverrailway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=52.876815,-111.057789 | |||||||||
| 6883 | Centre Street Bridge | This is a beautiful concrete deck arch bridge that has a lot of architectural embellishment. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by James Patterson. The bridge was primarily designed by John F. Greene. | 51.053012 | -114.062530 | Centre Street | Bow River | Calgary | Calgary, Alberta | Alberta | Canada | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1916 | 0 | James Patterson | John F. Greene | 8 | 8 | 150 | 45.72 | 1300 | 396.24 | 42 | 12.8 | https://historicbridges.org/alberta/centrestreetbridge/little_centre_street_calgary_alberta_0142_small.jpg | https://historicbridges.org/alberta/centrestreetbridge/little_centre_street_calgary_alberta_0142.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/centrestreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.053012,-114.062530 | ||||||||||||||
| 6884 | John Hextall Bridge | Shouldice Bridge | This early surviving truss bridge in Alberta is also notable as an uncommon surviving bridge built by the Algoma Steel Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Algoma Steel Bridge Company of Sault Ste. Marie, Ontario (Algoma Steel Bridge Company of Winnipeg, Manitoba). | 51.078845 | -114.172158 | Bow River Pathway (Former Bowness Road) | Bow River | Calgary | Calgary, Alberta | Alberta | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 3 | 0 | 0 | 1910 | 2022 | Algoma Steel Bridge Company of Sault Ste. Marie, Ontario (Algoma Steel Bridge Company of Winnipeg, Manitoba) | 7 | 8 | 130 | 39.62 | 395 | 120.4 | 0 | 0 | https://historicbridges.org/alberta/johnhextallbridge/little_john_hextall_calgary_alberta_0336_small.jpg | https://historicbridges.org/alberta/johnhextallbridge/little_john_hextall_calgary_alberta_0336.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/johnhextallbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.078845,-114.172158 | |||||||||||||
| 6885 | Sheep Creek Railway Bridge | This is a traditional example of a railroad through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 155 ft (47.24 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 54.065344 | -119.008616 | Railroad (Canadian National) | Sheep Creek | Rural | Greenview District, Alberta | Alberta | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 155 | 47.24 | 155 | 47.24 | 0 | 0 | https://historicbridges.org/alberta/cnrsheepcreek/little_cnr_sheep_creek_grande_cache_alberta_0168_small.jpg | https://historicbridges.org/alberta/cnrsheepcreek/little_cnr_sheep_creek_grande_cache_alberta_0168.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/cnrsheepcreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=54.065344,-119.008616 | ||||||||||||||
| 6886 | Western Irrigation District Canal Railway Bridge | This traditional railroad through truss bridge has a skew. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 51.017344 | -113.842084 | Railroad (Canadian National) | Western Irrigation District Canal | Rural | Rocky View County, Alberta | Alberta | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 160 | 48.77 | 160 | 48.77 | 0 | 0 | https://historicbridges.org/alberta/oldcnrirrigationcanalbridge/little_old_cnr_irrigation_canal_rocky_view_county_alberta_0467_small.jpg | https://historicbridges.org/alberta/oldcnrirrigationcanalbridge/little_old_cnr_irrigation_canal_rocky_view_county_alberta_0467.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/oldcnrirrigationcanalbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.017344,-113.842084 | ||||||||||||||
| 6887 | Red Deer River Railway Bridge | This heavy duty railway bridge has found new life as a feature attraction on a rail-trail. The technical description of the main or most noteworthy span of the bridge is a 178 ft (54.25 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 52.275696 | -113.816985 | Railroad (Rail-Trail) (Former Canadian Pacific) | Red Deer River | Red Deer | Red Deer County, Alberta | Alberta | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 2 | 0 | 0 | 1908 | 0 | Unknown | 6 | 7 | 178 | 54.25 | 530 | 161.54 | 0 | 0 | https://historicbridges.org/alberta/oldcprreddeerriverbridge/little_old_cpr_red_deer_river_red_deer_alberta_0471_small.jpg | https://historicbridges.org/alberta/oldcprreddeerriverbridge/little_old_cpr_red_deer_river_red_deer_alberta_0471.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/oldcprreddeerriverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=52.275696,-113.816985 | ||||||||||||||
| 6888 | Red Deer River Railway Bridge | This bridge is noted for its multi-span, skewed arrangement. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 51.464660 | -112.758154 | Railroad (Canadian Northern) | Red Deer River | Drumheller | Drumheller Town, Alberta | Alberta | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 4 | 0 | 0 | 1911 | 0 | Unknown | 6 | 7 | 140 | 42.67 | 560 | 170.69 | 0 | 0 | https://historicbridges.org/alberta/olddrumhellerrailroadbridge/little_old_drumheller_railroad_drumheller_alberta_0475_small.jpg | https://historicbridges.org/alberta/olddrumhellerrailroadbridge/little_old_drumheller_railroad_drumheller_alberta_0475.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/olddrumhellerrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.464660,-112.758154 | ||||||||||||||
| 6889 | Old East Coulee Bridge | This extremely rare timber truss bridge is part of the Atlas No. 3 Coal Mine National Historic Site of Canada. The technical description of the main or most noteworthy span of the bridge is a 145 ft (44.2 m) wood Howe arch, fixed. The bridge was primarily built by Unknown. | 51.333218 | -112.487332 | Railroad (Abandoned Canadian Pacific) | Red River | East Coulee | Drumheller Town, Alberta | Alberta | Canada | Wood | Howe | Arch | Fixed | 12 | 4 | 0 | 0 | 1936 | 1948 | Unknown | 9 | 9 | 145 | 44.2 | 540 | 164.59 | 0 | 0 | https://historicbridges.org/alberta/oldeastcouleecoalbridge/little_old_east_coulee_coal_east_coulee_alberta_0478_small.jpg | https://historicbridges.org/alberta/oldeastcouleecoalbridge/little_old_east_coulee_coal_east_coulee_alberta_0478.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/oldeastcouleecoalbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.333218,-112.487332 | ||||||||||||||||
| 6890 | Moose Jaw River Bridge | This is an unaltered example of a truss bridge built by the Manitoba Bridge and Iron Works. The technical description of the main or most noteworthy span of the bridge is a 115 ft (35.05 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Manitoba Bridge and Iron Works of Winnipeg, Manitoba. | 50.303876 | -105.449267 | Unnamed Road | Moose Jaw River | Rural | Division 7 (Moose Jaw), Saskatchewan | Saskatchewan | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1917 | 0 | Manitoba Bridge and Iron Works of Winnipeg, Manitoba | 6 | 7 | 115 | 35.05 | 115 | 35.05 | 0 | 0 | https://historicbridges.org/saskatchewan/baildonno131/little_moose_jaw_river_baildon_no_131_saskatchewan_0449_small.jpg | https://historicbridges.org/saskatchewan/baildonno131/little_moose_jaw_river_baildon_no_131_saskatchewan_0449.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/baildonno131/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.303876,-105.449267 | ||||||||||||||
| 6891 | Qu'Appelle River Bridge | This is a traditional Pratt truss bridge in a rural setting. The technical description of the main or most noteworthy span of the bridge is a 104 ft (31.7 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 50.630448 | -105.007788 | Unnamed Road | Qu'Appelle River | Rural | Division 6 (Regina), Saskatchewan | Saskatchewan | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1914 | 0 | Unknown | 6 | 6 | 104 | 31.7 | 104 | 31.7 | 16 | 4.88 | https://historicbridges.org/saskatchewan/lumsdenno189/little_old_pratt_through_truss_rm_of_lumsden_no_189_saskatchewan_0488_small.jpg | https://historicbridges.org/saskatchewan/lumsdenno189/little_old_pratt_through_truss_rm_of_lumsden_no_189_saskatchewan_0488.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/lumsdenno189/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.630448,-105.007788 | ||||||||||||||
| 6892 | Notukeu Creek Bridge | This is a traditional Pratt truss bridge in a rural setting. The technical description of the main or most noteworthy span of the bridge is a 104 ft (31.7 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba). | 49.979121 | -106.642026 | Unnamed Road | Notukeu Creek | Rural | Division 3 (Assiniboia), Saskatchewan | Saskatchewan | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1920 | 0 | Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba) | 6 | 6 | 104 | 31.7 | 104 | 31.7 | 16 | 4.88 | https://historicbridges.org/saskatchewan/notukeucreekbridge/little_notukeu_creek_gravelbourg_no_104_saskatchewan_0465_small.jpg | https://historicbridges.org/saskatchewan/notukeucreekbridge/little_notukeu_creek_gravelbourg_no_104_saskatchewan_0465.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/notukeucreekbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.979121,-106.642026 | ||||||||||||||
| 6893 | Moose Jaw River Bridge | This is a traditional Pratt truss bridge in a rural setting. The technical description of the main or most noteworthy span of the bridge is a 126 ft (38.4 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 50.272749 | -105.304874 | Unnamed Road | Moose Jaw River | Rural | Division 6 (Regina), Saskatchewan | Saskatchewan | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1915 | 0 | Unknown | 6 | 6 | 126 | 38.4 | 126 | 38.4 | 16 | 4.88 | https://historicbridges.org/saskatchewan/redburnno130/little_moose_jaw_river_redburn_no_130_saskatchewan_0452_small.jpg | https://historicbridges.org/saskatchewan/redburnno130/little_moose_jaw_river_redburn_no_130_saskatchewan_0452.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/redburnno130/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.272749,-105.304874 | ||||||||||||||
| 6894 | Qu'Appelle River Bridge | This bridge is significant as a documented example of a bridge built by a little-known bridge company. The technical description of the main or most noteworthy span of the bridge is a 104 ft (31.7 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by William P. McNeil and Company of New Glasgow, Nova Scotia. | 50.625029 | -103.544375 | Unnamed Road | Qu'Appelle River | Rural | Division 6 (Regina), Saskatchewan | Saskatchewan | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1910 | 0 | William P. McNeil and Company of New Glasgow, Nova Scotia | 5 | 5 | 104 | 31.7 | 104 | 31.7 | 16 | 4.88 | https://historicbridges.org/saskatchewan/klinescrossingbridge/little_klines_crossing_rm_of_indian_head_no_156_saskatchewan_0352_small.jpg | https://historicbridges.org/saskatchewan/klinescrossingbridge/little_klines_crossing_rm_of_indian_head_no_156_saskatchewan_0352.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/klinescrossingbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.625029,-103.544375 | ||||||||||||||
| 6895 | Highway 658 Bridge | This bridge is noted for its combination of pony truss spans and a through truss span and for its latticed end posts and top chord. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Unknown. | 52.717107 | -108.309977 | Highway 658 | Battle River | Battleford | Division 12 (Battleford), Saskatchewan | Saskatchewan | Canada | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 16 | 1 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 0 | 2 | 1907 | 0 | Unknown | 6 | 7 | 160 | 48.77 | 320 | 97.54 | 0 | 0 | https://historicbridges.org/saskatchewan/abandonedbattleriverbridge/little_abandoned_battle_river_battleford_saskatchewan_0016_small.jpg | https://historicbridges.org/saskatchewan/abandonedbattleriverbridge/little_abandoned_battle_river_battleford_saskatchewan_0016.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/abandonedbattleriverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=52.717107,-108.309977 | ||||||||
| 6896 | Battle River Railway Bridge | The Old Railway Bridge | This railroad through truss bridge has been abandoned and the approaches are partially removed. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Canadian Bridge Company of Walkerville, Ontario. | 52.717060 | -108.305691 | Railroad (Abandoned Canadian Pacific) | Battle River | Battleford | Division 12 (Battleford), Saskatchewan | Saskatchewan | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 2 | 0 | 36 | 1924 | 0 | Canadian Bridge Company of Walkerville, Ontario | 5 | 5 | 150 | 45.72 | 770 | 234.7 | 0 | 0 | https://historicbridges.org/saskatchewan/abandonedgtprailwaybridge/little_abandoned_grand_trunk_pacific_railway_battleford_saskatchewan_0018_small.jpg | https://historicbridges.org/saskatchewan/abandonedgtprailwaybridge/little_abandoned_grand_trunk_pacific_railway_battleford_saskatchewan_0018.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/abandonedgtprailwaybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=52.717060,-108.305691 | |||||||||||||
| 6897 | Battleford Bridge | Actually two bridges separated by Finlayson Island, this is reportedly the oldest bridge in the province. The technical description of the main or most noteworthy span of the bridge is a 250 ft (76.2 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 52.744225 | -108.281700 | 24 Street | North Saskatchewan River | Battleford and North Battleford | Division 12 (Battleford), Saskatchewan and Division 16 (North Battleford), Saskatchewan | Saskatchewan | Canada | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 10 | 8 | 0 | 0 | 1907 | 0 | Unknown | 9 | 10 | 250 | 76.2 | 2000 | 609.6 | 0 | 0 | https://historicbridges.org/saskatchewan/battlefordbridge/little_battleford_battleford_saskatchewan_0070_small.jpg | https://historicbridges.org/saskatchewan/battlefordbridge/little_battleford_battleford_saskatchewan_0070.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/battlefordbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=52.744225,-108.281700 | ||||||||||||||
| 6898 | Albert Memorial Bridge | This unusual bridge has a small main span and a long non-spanning approach and is noted for its association with famous engineer C. A. P. Turner. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) concrete slab, fixed. The bridge was primarily built by Carter-Halls-Aldinger Company. The bridge was primarily designed by Claude Allen Porter Turner of Minneapolis, Minnesota and Puntin, O'Leary and Coxall. | 50.436246 | -104.618111 | Albert Street | Wascana Creek | Regina | Division 6 (Regina), Saskatchewan | Saskatchewan | Canada | Concrete | Slab | Fixed | 0 | 1 | 0 | 0 | 1930 | 0 | Carter-Halls-Aldinger Company | Claude Allen Porter Turner of Minneapolis, Minnesota and Puntin, O'Leary and Coxall | 6 | 7 | 72 | 21.95 | 843 | 256.95 | 0 | 0 | https://historicbridges.org/saskatchewan/albertmemorialbridge/little_albert_memorial_regina_saskatchewan_0047_small.jpg | https://historicbridges.org/saskatchewan/albertmemorialbridge/little_albert_memorial_regina_saskatchewan_0047.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/albertmemorialbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.436246,-104.618111 | ||||||||||||||||
| 6899 | University Bridge | This large Luten concrete arch bridge is highly significant as the first reinforced concrete, open spandrel deck arch bridge built in Western Canada. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by R. J. Lecky Company of Regina, Saskatchewan. The bridge was primarily designed by Daniel Luten. | 52.130267 | -106.649130 | 25th Street (SK-5) | South Saskatchewan River | Saskatoon | Division 11 (Saskatoon), Saskatchewan | Saskatchewan | Canada | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 10 | 0 | 0 | 1916 | 1998 | R. J. Lecky Company of Regina, Saskatchewan | Daniel Luten | 8 | 9 | 150 | 45.72 | 1200 | 365.76 | 0 | 0 | https://historicbridges.org/saskatchewan/universitybridge/little_university_saskatoon_saskatchewan_0603_small.jpg | https://historicbridges.org/saskatchewan/universitybridge/little_university_saskatoon_saskatchewan_0603.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/universitybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=52.130267,-106.649130 | ||||||||||||||
| 6900 | Wood River Bridge | This is a historic Pratt through truss bridge over the Wood River near the Town of Lafleche. The technical description of the main or most noteworthy span of the bridge is a 126 ft (38.4 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by R. J. Lecky Company of Regina, Saskatchewan. | 49.722189 | -106.639956 | Unnamed Road | Wood River | Rural | Division 3 (Assiniboia), Saskatchewan | Saskatchewan | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1913 | 0 | R. J. Lecky Company of Regina, Saskatchewan | 6 | 6 | 126 | 38.4 | 126 | 38.4 | 16 | 4.88 | https://historicbridges.org/saskatchewan/woodriverbridge/little_wood_river_wood_river_no_74_saskatchewan_0611_small.jpg | https://historicbridges.org/saskatchewan/woodriverbridge/little_wood_river_wood_river_no_74_saskatchewan_0611.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/woodriverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.722189,-106.639956 | ||||||||||||||
| 6901 | Qu'Appelle River Bridge | This is a small, lightweight riveted pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 50.729650 | -104.708980 | Unnamed Road | Qu'Appelle River | Rural | Division 6 (Regina), Saskatchewan | Saskatchewan | Canada | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/saskatchewan/longlaketonno219/little_old_quappelle_river_rm_of_longlaketon_no_219_saskatchewan_0489_small.jpg | https://historicbridges.org/saskatchewan/longlaketonno219/little_old_quappelle_river_rm_of_longlaketon_no_219_saskatchewan_0489.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/longlaketonno219/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.729650,-104.708980 | ||||||||||||||
| 6902 | Sioux Bridge | Wellington White Bridge | This is a rare surviving unaltered and documented example of a bridge built by the Saskatchewan Bridge and Iron Company. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Saskatchewan Bridge and Iron Company of Moose Jaw, Saskatchewan. | 50.384875 | -105.521625 | River Drive | Moose Jaw River | Moose Jaw | Division 7 (Moose Jaw), Saskatchewan | Saskatchewan | Canada | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1913 | 0 | Saskatchewan Bridge and Iron Company of Moose Jaw, Saskatchewan | 5 | 5 | 140 | 42.67 | 140 | 42.67 | 0 | 0 | https://historicbridges.org/saskatchewan/siouxbridge/little_sioux_moose_jaw_saskatchewan_0546_small.jpg | https://historicbridges.org/saskatchewan/siouxbridge/little_sioux_moose_jaw_saskatchewan_0546.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/siouxbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.384875,-105.521625 | |||||||||||||
| 6903 | St. Louis Bridge | This is a unique former combination highway and railway bridge. The technical description of the main or most noteworthy span of the bridge is a 250 ft (76.2 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Canadian Bridge Company of Walkerville, Ontario. | 52.924166 | -105.807653 | Former SK-2 and Former Railroad (Canadian Pacific) | South Saskatchewan River | St. Louis | Division 15 (Prince Albert), Saskatchewan | Saskatchewan | Canada | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 10 | 5 | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 4 | 1 | 1915 | 0 | Canadian Bridge Company of Walkerville, Ontario | 8 | 9 | 250 | 76.2 | 1250 | 381 | 0 | 0 | https://historicbridges.org/saskatchewan/stlouisbridge/little_st_louis_st_louis_saskatchewan_0562_small.jpg | https://historicbridges.org/saskatchewan/stlouisbridge/little_st_louis_st_louis_saskatchewan_0562.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/stlouisbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=52.924166,-105.807653 | ||||||||
| 6904 | Moose Jaw River Railway Bridge | This bridge has a combination of Pratt and Warren truss spans. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba). | 50.377444 | -105.535236 | Railroad (Canadian National) | Moose Jaw River | Moose Jaw | Division 7 (Moose Jaw), Saskatchewan | Saskatchewan | Canada | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 8 | 1 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 0 | 0 | 1930 | 0 | Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba) | 6 | 6 | 0 | 0 | 690 | 210.31 | 0 | 0 | https://historicbridges.org/saskatchewan/cnmoosejaw2/little_canadian_national_railway_moose_jaw_saskatchewan_0110_small.jpg | https://historicbridges.org/saskatchewan/cnmoosejaw2/little_canadian_national_railway_moose_jaw_saskatchewan_0110.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/cnmoosejaw2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.377444,-105.535236 | ||||||||
| 6905 | Moose Jaw Viaduct | This is a long viaduct that has a variety of span types. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba). | 50.388050 | -105.526418 | Railroad (Canadian National) | Moose Jaw River, Manitoba Street, River Drive, and Railroad (Canadian Pacific) | Moose Jaw | Division 7 (Moose Jaw), Saskatchewan | Saskatchewan | Canada | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 7 | 0 | 1930 | 0 | Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba) | 7 | 7 | 125 | 38.1 | 1425 | 434.34 | 0 | 0 | https://historicbridges.org/saskatchewan/cnmoosejaw/little_canadian_national_railway_moose_jaw_saskatchewan_0112_small.jpg | https://historicbridges.org/saskatchewan/cnmoosejaw/little_canadian_national_railway_moose_jaw_saskatchewan_0112.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/cnmoosejaw/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.388050,-105.526418 | ||||||||
| 6906 | Cree Pedestrian Bridge | This former highway bridge was preserved in place for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 50.376917 | -105.534856 | Range Road 264 (Former Main Street) | Moose Jaw River | Moose Jaw | Division 7 (Moose Jaw), Saskatchewan | Saskatchewan | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 1912 | 2011 | Unknown | 6 | 6 | 100 | 30.48 | 100 | 30.48 | 0 | 0 | https://historicbridges.org/saskatchewan/creepedestrianbridge/little_cree_pedestrian_moose_jaw_saskatchewan_0176_small.jpg | https://historicbridges.org/saskatchewan/creepedestrianbridge/little_cree_pedestrian_moose_jaw_saskatchewan_0176.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/creepedestrianbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.376917,-105.534856 | ||||||||||||||
| 6907 | Broadway Bridge | This is a rare example of a large multi-span open spandrel arch bridge in Saskatchewan. The technical description of the main or most noteworthy span of the bridge is a 201 ft (61.26 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by R. J. Arrand Construction Company of Saskatoon, Saskatchewan. The bridge was primarily designed by Chalmers Jack MacKenzie. | 52.122239 | -106.659791 | Broadway Avenue | South Saskatchewan River and Spadina Crescent | Saskatoon | Division 11 (Saskatoon), Saskatchewan | Saskatchewan | Canada | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 5 | Concrete | T-Beam | Fixed | 0 | 7 | 1932 | 0 | R. J. Arrand Construction Company of Saskatoon, Saskatchewan | Chalmers Jack MacKenzie | 8 | 8 | 201 | 61.26 | 1120 | 341.38 | 0 | 0 | https://historicbridges.org/saskatchewan/broadwaybridge/little_broadway_saskatoon_saskatchewan_0100_small.jpg | https://historicbridges.org/saskatchewan/broadwaybridge/little_broadway_saskatoon_saskatchewan_0100.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/broadwaybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=52.122239,-106.659791 | |||||||||||
| 6908 | CPR Bridge | CP Railway Bridge | This is a large railroad deck truss bridge that dominates the landscape. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Smith Brothers and Wilson, McDiarmid and Company. | 52.142763 | -106.641117 | Railroad (Canadian Pacific) and Rail-Trail | South Saskatchewan River | Saskatoon | Division 11 (Saskatoon), Saskatchewan | Saskatchewan | Canada | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 10 | 8 | Metal | Deck | Girder | Fixed | 0 | 3 | 1908 | 0 | Smith Brothers and Wilson, McDiarmid and Company | 8 | 8 | 125 | 38.1 | 1250 | 381 | 0 | 0 | https://historicbridges.org/saskatchewan/cpsaskatoon/little_canadian_pacific_railway_saskatoon_saskatchewan_0130_small.jpg | https://historicbridges.org/saskatchewan/cpsaskatoon/little_canadian_pacific_railway_saskatoon_saskatchewan_0130.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/cpsaskatoon/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=52.142763,-106.641117 | |||||||||
| 6909 | Grand Trunk Bridge | Thanks to the demolition of the historic Traffic Bridge, this rare partially pin-connected deck truss bridge is the oldest bridge in the city now. The technical description of the main or most noteworthy span of the bridge is a 225 ft (68.58 m) metal multiple-type-connected Pratt deck truss, fixed. The bridge was primarily built by Canadian Bridge Company of Walkerville, Ontario. | 52.097264 | -106.696008 | Railroad (Canadian National) | South Saskatchewan River and Spadina Crescent | Saskatoon | Division 11 (Saskatoon), Saskatchewan | Saskatchewan | Canada | Metal | Pratt | Multiple-Type-Connected | Deck | Truss | Fixed | 8 | 6 | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 2 | 1908 | 0 | Canadian Bridge Company of Walkerville, Ontario | 8 | 9 | 225 | 68.58 | 1500 | 457.2 | 0 | 0 | https://historicbridges.org/saskatchewan/gtpsaskatoon/little_grand_trunk_pacific_railway_saskatoon_saskatchewan_0269_small.jpg | https://historicbridges.org/saskatchewan/gtpsaskatoon/little_grand_trunk_pacific_railway_saskatoon_saskatchewan_0269.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/gtpsaskatoon/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=52.097264,-106.696008 | ||||||||
| 6910 | Prince Albert Railroad Bridge | This large railway bridge is also noted for its rare swing span. The technical description of the main or most noteworthy span of the bridge is a 256 ft (78.03 m) metal rivet-connected Pratt through truss, movable: swing, Center Pier. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. | 53.204539 | -105.761970 | Railroad (Canadian Northern) | North Saskatchewan River | Prince Albert | Division 15 (Prince Albert), Saskatchewan | Saskatchewan | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Movable: Swing | Center Pier | 0 | 1 | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 5 | 1909 | 0 | Hamilton Bridge Company of Hamilton, Ontario | 8 | 9 | 256 | 78.03 | 1010 | 307.85 | 0 | 0 | https://historicbridges.org/saskatchewan/princealbert/little_canadian_northern_railway_prince_albert_saskatchewan_0126_small.jpg | https://historicbridges.org/saskatchewan/princealbert/little_canadian_northern_railway_prince_albert_saskatchewan_0126.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/princealbert/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.204539,-105.761970 | |||||||
| 6911 | Highway 627 Bridge | This truss bridge stands out for its span length. The technical description of the main or most noteworthy span of the bridge is a 255 ft (77.72 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by Unknown. | 50.071870 | -106.368899 | Highway 627 | Moose Jaw River | Rural | Division 7 (Moose Jaw), Saskatchewan | Saskatchewan | Canada | Metal | Pennsylvania | Rivet-Connected | Through | Truss | Fixed | 16 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 255 | 77.72 | 255 | 77.72 | 0 | 0 | https://historicbridges.org/saskatchewan/hwy627moosejaw/little_hwy_627_moose_jaw_river_rogers_no_133_saskatchewan_0309_small.jpg | https://historicbridges.org/saskatchewan/hwy627moosejaw/little_hwy_627_moose_jaw_river_rogers_no_133_saskatchewan_0309.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/hwy627moosejaw/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.071870,-106.368899 | ||||||||||||||
| 6912 | Old CanAm Highway Bridge | This beautiful concrete bowstring arch bridge has been bypassed and abandoned. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. | 50.804626 | -104.588317 | CanAm Highway (Abandoned Alignment) | Qu'Appelle River | Rural | Division 6 (Regina), Saskatchewan | Saskatchewan | Canada | Concrete | Rainbow | Through | Arch | Fixed | 0 | 1 | 0 | 2 | 0 | 0 | Unknown | 8 | 8 | 70 | 21.34 | 122 | 37.19 | 0 | 0 | https://historicbridges.org/saskatchewan/quappelleriverbridge/little_abandoned_quappelle_river_bowstring_arch_rm_of_lumsden_no_189_saskatchewan_0024_small.jpg | https://historicbridges.org/saskatchewan/quappelleriverbridge/little_abandoned_quappelle_river_bowstring_arch_rm_of_lumsden_no_189_saskatchewan_0024.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/quappelleriverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.804626,-104.588317 | |||||||||||||||
| 6913 | Old CanAm Highway Bridge | This bridge is so old it has been replaced twice, yet it has been left here abandoned, and is increasingly deteriorated. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Laidlaw Brothers of Swift Current, Saskatchewan. | 50.804442 | -104.591663 | CanAm Highway (Abandoned Alignment) | Qu'Appelle River | Rural | Division 6 (Regina), Saskatchewan | Saskatchewan | Canada | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1917 | 0 | Laidlaw Brothers of Swift Current, Saskatchewan | 7 | 8 | 72 | 21.95 | 72 | 21.95 | 20 | 6.1 | https://historicbridges.org/saskatchewan/quappelleriverbridge2/little_abandoned_quappelle_river_rm_of_lumsden_no_189_saskatchewan_0026_small.jpg | https://historicbridges.org/saskatchewan/quappelleriverbridge2/little_abandoned_quappelle_river_rm_of_lumsden_no_189_saskatchewan_0026.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/quappelleriverbridge2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.804442,-104.591663 | |||||||||||||||
| 6914 | Gabriel Bridge | Gabriel Dumont Bridge | This three span truss bridge utilizes truss spans that were relocated here from another bridge. The technical description of the main or most noteworthy span of the bridge is a 220 ft (67.06 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. | 52.668778 | -106.123498 | Highway 312 | South Saskatchewan River | Rural | Division 15 (Prince Albert), Saskatchewan | Saskatchewan | Canada | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 9 | 3 | 0 | 2 | 0 | 1968 | Dominion Bridge Company of Montréal, Québec | 5 | 5 | 220 | 67.06 | 800 | 243.84 | 0 | 0 | https://historicbridges.org/saskatchewan/gabrielbridge/little_gabriel_rm_of_rosthern_no_403_saskatchewan_0261_small.jpg | https://historicbridges.org/saskatchewan/gabrielbridge/little_gabriel_rm_of_rosthern_no_403_saskatchewan_0261.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/gabrielbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=52.668778,-106.123498 | |||||||||||||
| 6915 | Lee Lam Bridge | This is a small Pratt pony truss bridge of lightweight design. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 50.280108 | -107.786316 | Perth Drive | Swift Current Creek | Swift Current | Division 8 (Swift Current), Saskatchewan | Saskatchewan | Canada | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/saskatchewan/leelambridge/little_lee_lam_swift_current_saskatchewan_0367_small.jpg | https://historicbridges.org/saskatchewan/leelambridge/little_lee_lam_swift_current_saskatchewan_0367.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/leelambridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.280108,-107.786316 | ||||||||||||||
| 6916 | Craven World Campground Bridge | This is a pony truss of lightweight design, composed mostly of rolled angles. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 50.701642 | -104.804449 | Craven World Campground Road | Qu'Appelle River | Craven | Division 6 (Regina), Saskatchewan | Saskatchewan | Canada | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/saskatchewan/cravencampground/little_craven_campground_quappelle_river_craven_saskatchewan_0172_small.jpg | https://historicbridges.org/saskatchewan/cravencampground/little_craven_campground_quappelle_river_craven_saskatchewan_0172.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/cravencampground/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.701642,-104.804449 | ||||||||||||||
| 6917 | Lumsden River Park Bridge | This is a small, traditionally composed Pratt through truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 50.653324 | -104.863648 | Lumsden River Park Road | Qu'Appelle River Oxbow | Lumsden | Division 6 (Regina), Saskatchewan | Saskatchewan | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/saskatchewan/riverparkbridge/little_river_park_lumsden_saskatchewan_0524_small.jpg | https://historicbridges.org/saskatchewan/riverparkbridge/little_river_park_lumsden_saskatchewan_0524.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/riverparkbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.653324,-104.863648 | ||||||||||||||
| 6918 | Lions Gate Bridge | First Narrows Bridge | This monumental and famous bridge retains its landmark status, despite severe alteration of the design of the bridge through loss of the original stiffening truss. The technical description of the main or most noteworthy span of the bridge is a 1552 ft (473.05 m) metal wire cable suspension, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. The bridge was primarily designed by Monsarrat and Pratley of Montréal, Québec (Charles Nicholas Monsarrat and Philip Louis Pratley). | 49.315570 | -123.138646 | BC-1A and BC-99 (Lions Gate Bridge Road) | Burrard Inlet | Vancouver and West Vancouver | Greater Vancouver District, British Columbia | British Columbia | Canada | Metal | Wire Cable | Suspension | Fixed | 0 | 3 | Metal | Deck | Girder | Fixed | 0 | 0 | 1938 | 2001 | Dominion Bridge Company of Montréal, Québec | Monsarrat and Pratley of Montréal, Québec (Charles Nicholas Monsarrat and Philip Louis Pratley) | 7 | 7 | 1552 | 473.05 | 5981 | 1823.01 | 0 | 0 | https://historicbridges.org/britishcolumbia/lionsgatebridge/little_lions_gate_-0389_small.jpg | https://historicbridges.org/britishcolumbia/lionsgatebridge/little_lions_gate_-0389.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/lionsgatebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.315570,-123.138646 | ||||||||||
| 6919 | Ironworkers Memorial Bridge | Second Narrows Bridge | This bridge is an extremely long-span cantilever deck truss bridge. The technical description of the main or most noteworthy span of the bridge is a 1099 ft (334.98 m) metal cantilever Pratt deck truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. The bridge was primarily designed by Swan, Wooster Engineering Company. | 49.295859 | -123.026308 | TC-1 (BC-1) | Burrard Inlet | North Vancouver and West Vancouver | Greater Vancouver District, British Columbia | British Columbia | Canada | Metal | Pratt | Deck | Truss | Fixed | 24 | Cantilever | 3 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 8 | 0 | 1960 | 0 | Dominion Bridge Company of Montréal, Québec | Swan, Wooster Engineering Company | 7 | 9 | 1099 | 334.98 | 4239 | 1292.05 | 0 | 0 | https://historicbridges.org/britishcolumbia/ironworkersmemorialbridge/little_ironworkers_memorial_second_narrows_crossing_-0323_small.jpg | https://historicbridges.org/britishcolumbia/ironworkersmemorialbridge/little_ironworkers_memorial_second_narrows_crossing_-0323.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/ironworkersmemorialbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.295859,-123.026308 | ||||||
| 6920 | Burrard Bridge | Burrard Street Bridge | This landmark through truss bridge is noted for its huge decorative pillars at each end. The technical description of the main or most noteworthy span of the bridge is a 294 ft (89.61 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Western Bridge Company of Vancouver, British Columbia and Dominion Bridge Company of Montréal, Québec. The bridge was primarily designed by J. R. Grant. | 49.275307 | -123.137466 | Burrard Street | False Creek | Vancouver | Greater Vancouver District, British Columbia | British Columbia | Canada | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 8 | 0 | 1932 | 0 | Western Bridge Company of Vancouver, British Columbia and Dominion Bridge Company of Montréal, Québec | J. R. Grant | 9 | 10 | 294 | 89.61 | 2743 | 836.07 | 0 | 0 | https://historicbridges.org/britishcolumbia/burrardbridge/little_burrard_-0101_small.jpg | https://historicbridges.org/britishcolumbia/burrardbridge/little_burrard_-0101.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/burrardbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.275307,-123.137466 | ||||||
| 6921 | Second Narrows Railway Bridge | This bridge features one of the longest vertical lift spans in North America. The technical description of the main or most noteworthy span of the bridge is a 500 ft (152.4 m) metal Parker through truss, movable: vertical lift, Tower Drive. The bridge was primarily built by Unknown. | 49.294718 | -123.024510 | Railroad (Canadian National) | Burrard Inlet | North Vancouver and West Vancouver | Greater Vancouver District, British Columbia | British Columbia | Canada | Metal | Parker | Through | Truss | Movable: Vertical Lift | Tower Drive | 16 | 1 | Metal | Pratt | Through | Truss | Fixed | 10 | 7 | 1968 | 0 | Unknown | 7 | 8 | 500 | 152.4 | 2175 | 662.94 | 0 | 0 | https://historicbridges.org/britishcolumbia/secondnarrowsrailbridge/little_second_narrows_-0534_small.jpg | https://historicbridges.org/britishcolumbia/secondnarrowsrailbridge/little_second_narrows_-0534.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/secondnarrowsrailbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.294718,-123.024510 | |||||||||
| 6922 | Lulu Island Railway Bridge | CNR Bridge | This is a good example of a Camelback through truss swing bridge. The technical description of the main or most noteworthy span of the bridge is a 280 ft (85.34 m) metal rivet-connected Camelback through truss, movable: swing. The bridge was primarily built by Unknown. | 49.182945 | -122.988119 | Railroad (Canadian National) | Fraser River (North Arm) | Richmond and Burnaby | Greater Vancouver District, British Columbia | British Columbia | Canada | Metal | Camelback | Rivet-Connected | Through | Truss | Movable: Swing | 10 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 0 | 1931 | 0 | Unknown | 7 | 8 | 280 | 85.34 | 1365 | 416.05 | 0 | 0 | https://historicbridges.org/britishcolumbia/luluislandrailroadbridge/little_lulu_island_railroad_-0420_small.jpg | https://historicbridges.org/britishcolumbia/luluislandrailroadbridge/little_lulu_island_railroad_-0420.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/luluislandrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.182945,-122.988119 | ||||||||||
| 6923 | Seaway Haulage Road Railroad Overpass | This bridge is noted for its lattice diaphragms and beautiful stone abutments and pier. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 43.137107 | -79.179956 | Railroad (Canadian National) | Seaway Haulage Road | Rural | Niagara Region, Ontario | Ontario | Canada | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | Unknown | 5 | 6 | 0 | 0 | 70 | 21.34 | 0 | 0 | https://historicbridges.org/ontario/seawayhaulage/little_edblasinski-seawayhaulageroadbridge23_small.jpg | https://historicbridges.org/ontario/seawayhaulage/little_edblasinski-seawayhaulageroadbridge23.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/seawayhaulage/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.137107,-79.179956 | |||||||||||||||||
| 6924 | Little Current Bridge | Manitoulin Island Bridge | The only known heritage bridge on Manitoulin Island, and the only highway link to the island is this magnificent former railway swing bridge. The technical description of the main or most noteworthy span of the bridge is a 368 ft (112.17 m) metal rivet-connected Warren through truss, movable: swing. The bridge was primarily built by Unknown. | 45.980330 | -81.913906 | KH-6 | North Channel (Lake Huron) | Little Current | Manitoulin District, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Swing | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 3 | 1913 | 0 | Unknown | 8 | 10 | 368 | 112.17 | 568 | 173.13 | 0 | 0 | https://historicbridges.org/ontario/littlecurrent/little_little_current_swing_-0401_small.jpg | https://historicbridges.org/ontario/littlecurrent/little_little_current_swing_-0401.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/littlecurrent/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.980330,-81.913906 | |||||||||
| 6925 | French River Bridge | Settlers Road Bridge | This is a Pennsylvania through truss bridge located in a scenic area and apparently will be spared demolition despite a replacement project. The technical description of the main or most noteworthy span of the bridge is a 320 ft (97.54 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by Runnymede Steel Construction of Toronto, Ontario. | 46.018567 | -80.583242 | Settlers Road (Old KH-69 Trans-Canada Highway Alignment) | French River | Rural | Sudbury District, Ontario and Parry Sound District, Ontario | Ontario | Canada | Metal | Pennsylvania | Rivet-Connected | Through | Truss | Fixed | 16 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 1956 | 0 | Runnymede Steel Construction of Toronto, Ontario | 6 | 7 | 320 | 97.54 | 390 | 118.87 | 0 | 0 | https://historicbridges.org/ontario/frenchriver69/little_kings_highway_69_french_river_ontario_0349_small.jpg | https://historicbridges.org/ontario/frenchriver69/little_kings_highway_69_french_river_ontario_0349.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/frenchriver69/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.018567,-80.583242 | ||||||||||
| 6926 | Jackknife Bascule Bridge | One of the most unique surviving Strauss bascule bridges in North America, this bridge originally had a highway deck over its railway deck. The technical description of the main or most noteworthy span of the bridge is a 186 ft (56.69 m) metal rivet-connected Warren through truss, movable: single leaf bascule, Heel Trunnion. The bridge was primarily built by Alexander Charles Stewart. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. | 48.372533 | -89.249016 | Railroad (Canadian Pacific) and Former Highway | Kaministiquia River | Thunder Bay | Thunder Bay District, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Single Leaf Bascule | Heel Trunnion | 0 | 1 | Metal | 0 | 0 | 1914 | 0 | Alexander Charles Stewart | Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois | 10 | 10 | 186 | 56.69 | 374 | 114 | 29 | 8.84 | https://historicbridges.org/ontario/jackknifebasculebridge/little_jackknife_bascule_thunder_bay_ontario_0329_small.jpg | https://historicbridges.org/ontario/jackknifebasculebridge/little_jackknife_bascule_thunder_bay_ontario_0329.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/jackknifebasculebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.372533,-89.249016 | |||||||||||
| 6927 | McKellar Lift Bridge | This is a very rare combined highway and railway Scherzer rolling lift bascule bridge with three truss lines. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal rivet-connected Warren through truss, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Unknown. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. | 48.377213 | -89.240072 | Island Drive and Railroad (Canadian Pacific) | McKellar River | Thunder Bay | Thunder Bay District, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Single Leaf Bascule | Rolling Lift | 6 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 0 | 1911 | 0 | Unknown | Scherzer Rolling Lift Bridge Company of Chicago, Illinois | 9 | 9 | 125 | 38.1 | 215 | 65.53 | 0 | 0 | https://historicbridges.org/ontario/mckellarliftbridge/little_mckellar_lift_thunder_bay_ontario_0435_small.jpg | https://historicbridges.org/ontario/mckellarliftbridge/little_mckellar_lift_thunder_bay_ontario_0435.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/mckellarliftbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.377213,-89.240072 | |||||||||
| 6928 | James Street Bridge | Kaministiquia River Swing Bridge | This is a rare example of a railway swing bridge that also includes cantilvered highway decks on each side. The technical description of the main or most noteworthy span of the bridge is a 250 ft (76.2 m) metal rivet-connected Warren through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Unknown. | 48.358832 | -89.287604 | James Street and Railroad (Canadian National) | Kaministiquia River | Thunder Bay | Thunder Bay District, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 9 | 1 | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 5 | 3 | 1909 | 0 | Unknown | 8 | 9 | 250 | 76.2 | 530 | 161.54 | 0 | 0 | https://historicbridges.org/ontario/kaministiquiariverswing/little_kaministiquia_river_swing_thunder_bay_ontario_0345_small.jpg | https://historicbridges.org/ontario/kaministiquiariverswing/little_kaministiquia_river_swing_thunder_bay_ontario_0345.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/kaministiquiariverswing/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.358832,-89.287604 | ||||||
| 6929 | White Lake Narrows Bridge | This is an extremely rare example of a steel through arch bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a 280 ft (85.34 m) metal tied Solid Ribbed through arch, fixed. The bridge was primarily built by Canadian Bridge Company of Walkerville, Ontario. | 48.721584 | -85.625662 | KH-17 (Trans-Canada Highway) | White Lake Narrows | Rural | Thunder Bay District, Ontario | Ontario | Canada | Metal | Solid Ribbed | Tied | Through | Arch | Fixed | 11 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1959 | 0 | Canadian Bridge Company of Walkerville, Ontario | 7 | 8 | 280 | 85.34 | 460 | 140.21 | 0 | 0 | https://historicbridges.org/ontario/whitelakenarrowsbridge/little_trans_canada_hwy_white_lake_narrows_thunder_bay_district_ontario_0597_small.jpg | https://historicbridges.org/ontario/whitelakenarrowsbridge/little_trans_canada_hwy_white_lake_narrows_thunder_bay_district_ontario_0597.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/whitelakenarrowsbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.721584,-85.625662 | |||||||||||
| 6930 | Agawa River Bridge | This truss bridge is noted for its span length and uncommon truss configuration. The technical description of the main or most noteworthy span of the bridge is a 330 ft (100.58 m) metal bolt-connected Pennsylvania through truss, fixed. The bridge was primarily built by Unknown. | 47.358072 | -84.636912 | KH-17 (Trans-Canada Highway) | Agawa River | Rural | Algoma District, Ontario | Ontario | Canada | Metal | Pennsylvania | Bolt-Connected | Through | Truss | Fixed | 16 | 1 | 0 | 0 | 1959 | 0 | Unknown | 6 | 7 | 330 | 100.58 | 330 | 100.58 | 0 | 0 | https://historicbridges.org/ontario/agawariverbridge/little_trans_canada_hwy_agawa_river_lake_superior_provincial_park_ontario_0593_small.jpg | https://historicbridges.org/ontario/agawariverbridge/little_trans_canada_hwy_agawa_river_lake_superior_provincial_park_ontario_0593.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/agawariverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.358072,-84.636912 | ||||||||||||||
| 6931 | Government Road Bridge | Red Bridge | This attractive red Pratt through truss appears to be in good condition. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 46.259886 | -83.556384 | Government Road | Thessalon River | Thessalon | Algoma District, Ontario | Ontario | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1910 | 0 | Unknown | 6 | 6 | 100 | 30.48 | 100 | 30.48 | 0 | 0 | https://historicbridges.org/ontario/governmentroad/little_government_road_-0263_small.jpg | https://historicbridges.org/ontario/governmentroad/little_government_road_-0263.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/governmentroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.259886,-83.556384 | |||||||||||||
| 6932 | Mississagi River Railway Bridge | This traditional Pratt through truss bridge sits on beautiful stone piers and abutments. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 46.194758 | -83.029550 | Railroad (Canadian Pacific and Huron Central Railway) | Mississagi River | Rural | Algoma District, Ontario | Ontario | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | Metal | Deck | Girder | Fixed | 0 | 2 | 0 | 0 | Unknown | 6 | 7 | 160 | 48.77 | 290 | 88.39 | 0 | 0 | https://historicbridges.org/ontario/mississagoriverrail/little_mississagi_river_railroad_-0444_small.jpg | https://historicbridges.org/ontario/mississagoriverrail/little_mississagi_river_railroad_-0444.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/mississagoriverrail/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.194758,-83.029550 | ||||||||||
| 6933 | Dean Lake Road Bridge | This is a rare surviving example of a bridge built by the Algoma Steel Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Algoma Steel Bridge Company of Sault Ste. Marie, Ontario. | 46.244027 | -83.154975 | Dean Lake Road | Mississagi River | Rural | Algoma District, Ontario | Ontario | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 3 | 0 | 0 | 1908 | 0 | Algoma Steel Bridge Company of Sault Ste. Marie, Ontario | 6 | 7 | 120 | 36.58 | 360 | 109.73 | 0 | 0 | https://historicbridges.org/ontario/deanlakebridge/little_dean_lake_-0183_small.jpg | https://historicbridges.org/ontario/deanlakebridge/little_dean_lake_-0183.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/deanlakebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.244027,-83.154975 | ||||||||||||||
| 6934 | Little Pic River Bridge | This is an uncommon example of a cantilever deck truss in Ontario. The technical description of the main or most noteworthy span of the bridge is a metal cantilever rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 48.801390 | -86.631368 | KH-17 (Trans-Canada Highway) | Little Pic River | Rural | Thunder Bay District, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 0 | Cantilever | 3 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 0 | 1 | 1958 | 0 | Unknown | 8 | 8 | 0 | 0 | 740 | 225.55 | 0 | 0 | https://historicbridges.org/ontario/littlepicriverbridge/little_trans_canada_hwy_little_pic_river_thunder_bay_district_ontario_0594_small.jpg | https://historicbridges.org/ontario/littlepicriverbridge/little_trans_canada_hwy_little_pic_river_thunder_bay_district_ontario_0594.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/littlepicriverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.801390,-86.631368 | |||||||
| 6935 | Spanish River Bridge | Espanola Bridge | This is a large, multi-span deck truss bridge on a major regional highway. The technical description of the main or most noteworthy span of the bridge is a metal continuous (straight chords) rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 46.268798 | -81.774638 | KH-6 (Centre Street) | Spanish River | Espanola | Sudbury District, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 18 | Continuous (Straight Chords) | 3 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 0 | 0 | 690 | 210.31 | 0 | 0 | https://historicbridges.org/ontario/hwy6spanishriverbridge/little_hwy_6_spanish_river_-0305_small.jpg | https://historicbridges.org/ontario/hwy6spanishriverbridge/little_hwy_6_spanish_river_-0305.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/hwy6spanishriverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.268798,-81.774638 | ||||||||||||
| 6936 | Spanish River Railway Bridge | Espanola Railway Bridge | This bridge crosses the river at the location of a dam. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 46.271252 | -81.769119 | Railroad (Huron Central Railway) | Spanish River | Espanola | Sudbury District, Ontario | Ontario | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1905 | 0 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/spanishriverrail/little_spanish_river_dam_and_railroad_-0556_small.jpg | https://historicbridges.org/ontario/spanishriverrail/little_spanish_river_dam_and_railroad_-0556.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/spanishriverrail/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.271252,-81.769119 | |||||||||||||
| 6937 | Abitibi Trestle Bridge | This Warren deck truss is maintained as a toll bridge today. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 48.775711 | -80.677106 | Bush Road (Northwest Industrial Road) | Abitibi River | Iroquois Falls | Cochrane District, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 10 | 1 | Metal | Deck | Girder | Fixed | 0 | 0 | 1922 | 0 | Unknown | 7 | 8 | 0 | 0 | 506 | 154.23 | 0 | 0 | https://historicbridges.org/ontario/abitibitrestlebridge/little_abitibi_trestle_iroquois_falls_ontario_0036_small.jpg | https://historicbridges.org/ontario/abitibitrestlebridge/little_abitibi_trestle_iroquois_falls_ontario_0036.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/abitibitrestlebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.775711,-80.677106 | ||||||||||
| 6938 | Montreal River Railway Bridge | This is a somewhat lightweight example of a railway through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. | 47.322605 | -79.809208 | Railroad (Ontario Northland Railway) | Montreal River | Latchford | Timiskaming District, Ontario | Ontario | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 5 | 3 | 0 | 0 | 1904 | 0 | Dominion Bridge Company of Montréal, Québec | 7 | 7 | 125 | 38.1 | 395 | 120.4 | 0 | 0 | https://historicbridges.org/ontario/onrmontrealriverbridge/little_onr_montreal_river_latchford_ontario_0502_small.jpg | https://historicbridges.org/ontario/onrmontrealriverbridge/little_onr_montreal_river_latchford_ontario_0502.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/onrmontrealriverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.322605,-79.809208 | ||||||||||||||
| 6939 | Thames River Railway Bridge | Sarnia Bridge | This high level deck plate girder bridge rests on reused stone piers and abutments that date to 1857-1858. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. | 43.263511 | -81.147965 | Railroad (Grand Trunk Rail-Trail) (Former Canadian National) | North Branch Thames River | St. Marys | Perth County, Ontario | Ontario | Canada | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | 1905 | 0 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/oldsarnia/little_grand_trunk_trail_old_sarnia_-0274_small.jpg | https://historicbridges.org/ontario/oldsarnia/little_grand_trunk_trail_old_sarnia_-0274.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/oldsarnia/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.263511,-81.147965 | |||||||||||||||
| 6940 | Elk Lake Railway Bridge | This bridge carries a rail-trail on the former Ontario Northland Railway. The technical description of the main or most noteworthy span of the bridge is a 225 ft (68.58 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 47.670241 | -80.253218 | Railroad (Rail-Trail) | Montreal River | Rural | Timiskaming District, Ontario | Ontario | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 9 | 1 | Concrete | T-Beam | Fixed | 0 | 4 | 0 | 0 | Unknown | 7 | 7 | 225 | 68.58 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/elklakerail/little_ian_0215edit_small.jpg | https://historicbridges.org/ontario/elklakerail/little_ian_0215edit.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/elklakerail/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.670241,-80.253218 | |||||||||||
| 6941 | Black Bay Bridge | This is a very early example of an open spandrel arch bridge in Canada. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Seaman and Penniman. The bridge was primarily designed by Joachim Antonisen and L. M. Jones. | 48.468852 | -89.200668 | Arundel Street | Current River | Thunder Bay | Thunder Bay District, Ontario | Ontario | Canada | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 1 | Concrete | T-Beam | Fixed | 0 | 8 | 1912 | 1962 | Seaman and Penniman | Joachim Antonisen and L. M. Jones | 8 | 8 | 130 | 39.62 | 208 | 63.4 | 0 | 0 | https://historicbridges.org/ontario/blackbaybridge/little_ian_0026_small.jpg | https://historicbridges.org/ontario/blackbaybridge/little_ian_0026.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/blackbaybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.468852,-89.200668 | |||||||||||
| 6942 | Kingston Mills Swing Bridge | This plate girder swing bridge was rehabilitated. The technical description of the main or most noteworthy span of the bridge is a 87.2 ft (26.58 m) metal through girder, movable: swing, Center Bearing Bobtail. The bridge was primarily built by Canadian Bridge Company of Walkerville, Ontario. | 44.293021 | -76.441929 | Kingston Mills Road (CR-21) | Rideau Canal | Kingston | Frontenac County, Ontario | Ontario | Canada | Metal | Through | Girder | Movable: Swing | Center Bearing Bobtail | 0 | 1 | 0 | 0 | 1956 | 0 | Canadian Bridge Company of Walkerville, Ontario | 6 | 6 | 87.2 | 26.58 | 87.2 | 26.58 | 24 | 7.32 | https://historicbridges.org/ontario/kingstonmillsswingbridge/little_ian_0057_small.jpg | https://historicbridges.org/ontario/kingstonmillsswingbridge/little_ian_0057.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/kingstonmillsswingbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.293021,-76.441929 | |||||||||||||||
| 6943 | Kingston Mills Railway Bridge | This railroad bridge passes over the locks of the canal in this area. The technical description of the main or most noteworthy span of the bridge is a 102 ft (31.09 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 44.291923 | -76.441800 | Railroad (Canadian National) | Rideau Canal and Cataraqui River | Kingston | Frontenac County, Ontario | Ontario | Canada | Metal | Through | Girder | Fixed | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 2 | 1929 | 0 | Unknown | 6 | 6 | 102 | 31.09 | 325 | 99.06 | 0 | 0 | https://historicbridges.org/ontario/kingstonmillsrrbridge/little_ian_0013_small.jpg | https://historicbridges.org/ontario/kingstonmillsrrbridge/little_ian_0013.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/kingstonmillsrrbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.291923,-76.441800 | ||||||||||||
| 6944 | Hurdville Dam Bridge | This is an early and unaltered example of a small-scale concrete bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a concrete t-beam, fixed. The bridge was primarily built by Unknown. | 45.441349 | -79.921196 | Hurdville Road | Manitouwabing River | Hurdville (Mckellar Township) | Parry Sound District, Ontario | Ontario | Canada | Concrete | T-Beam | Fixed | 0 | 3 | 0 | 0 | 0 | 0 | Unknown | 4 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/hurdvilledambridge/little_elevationwest_small.jpg | https://historicbridges.org/ontario/hurdvilledambridge/little_elevationwest.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/hurdvilledambridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.441349,-79.921196 | |||||||||||||||||
| 6945 | Yearley Road Bridge | This is an unaltered example of an early concrete slab bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a 49.2 ft (15 m) concrete slab, fixed. The bridge was primarily built by Unknown. | 45.380079 | -79.447313 | Yearley Road | Unnamed Creek | Yearley (Huntsville) | Muskoka District, Ontario | Ontario | Canada | Concrete | Slab | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 49.2 | 15 | 49.2 | 15 | 0 | 0 | https://historicbridges.org/ontario/yearleyroadbridge/little_dsc_0025_small.jpg | https://historicbridges.org/ontario/yearleyroadbridge/little_dsc_0025.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/yearleyroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.380079,-79.447313 | |||||||||||||||||
| 6946 | South Lacelot Road Bridge | This is an example of an early concrete slab bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a 32.8 ft (10 m) concrete slab, fixed. The bridge was primarily built by Unknown. | 45.248806 | -79.335675 | South Lacelot Road | Lancelot Creek | Huntsville | Muskoka District, Ontario | Ontario | Canada | Concrete | Slab | Fixed | 0 | 1 | 0 | 0 | 1920 | 0 | Unknown | 6 | 6 | 32.8 | 10 | 32.8 | 10 | 0 | 0 | https://historicbridges.org/ontario/southlancelotroad2/little_dsc_0015_small.jpg | https://historicbridges.org/ontario/southlancelotroad2/little_dsc_0015.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/southlancelotroad2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.248806,-79.335675 | |||||||||||||||||
| 6947 | IN-42 Eel River Bridge | Poland Bridge | This is an excellent example of a state standard plan through truss in Indiana. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Vincennes Bridge Company of Vincennes, Indiana and R. McCalman of Danville, Indiana. | 39.444313 | -86.993595 | IN-42 | Eel River | Rural | Clay County, Indiana | Indiana | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | Pre-Stressed Concrete | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1938 | 1978 | Vincennes Bridge Company of Vincennes, Indiana and R. McCalman of Danville, Indiana | 6 | 6 | 175 | 53.34 | 265 | 80.77 | 24 | 7.32 | https://historicbridges.org/indiana/in42eelriverbridge/little_in42eelriverbridge_6905a_small.jpg | https://historicbridges.org/indiana/in42eelriverbridge/little_in42eelriverbridge_6905a.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/in42eelriverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.444313,-86.993595 | ||||||||||
| 6949 | IN-42 Mill Creek Bridge | Bell Bridge | This is a good example of a standard state-designed truss bridge. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by George R. Harvey of Danville, Indiana. | 39.497105 | -86.726029 | IN-42 | Mill Creek | Rural | Putnam County, Indiana | Indiana | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1941 | 2015 | George R. Harvey of Danville, Indiana | 7 | 7 | 175 | 53.34 | 180 | 54.86 | 24 | 7.32 | https://historicbridges.org/indiana/millcreekin42bridge/little_millcreekin42bridge_4358a_small.jpg | https://historicbridges.org/indiana/millcreekin42bridge/little_millcreekin42bridge_4358a.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/millcreekin42bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.497105,-86.726029 | |||||||||||||
| 6950 | Hawkins Mill Bridge | Pinnick Ferry Bridge, Orange County Bridge 103 | This is an outstanding example of a standard Wrought Iron Bridge Company Pratt truss. The technical description of the main or most noteworthy span of the bridge is a 104.3 ft (31.79 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 38.433243 | -86.452439 | Owl Hollow Road (CR-850 South) | Patoka River | Rural | Orange County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1884 | 0 | Wrought Iron Bridge Company of Canton, Ohio | 7 | 7 | 104.3 | 31.79 | 107 | 32.61 | 14.8 | 4.51 | https://historicbridges.org/indiana/owlhollow/little_pinnickferrybridge_2537_8_9v_small.jpg | https://historicbridges.org/indiana/owlhollow/little_pinnickferrybridge_2537_8_9v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/owlhollow/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.433243,-86.452439 | |||||||||||||
| 6951 | Kingston-Rhinecliff Bridge | George Clinton Memorial Bridge | This is an extremely large continuous deck truss bridge and a noted work of famous engineer David Steinman. The technical description of the main or most noteworthy span of the bridge is a 800 ft (243.84 m) metal continuous rivet-connected Warren deck truss, fixed. The bridge was primarily built by Harris Structural Steel Company of New York, New York and Merritt-Chapman and Scott Corporation of New York, New York. The bridge was primarily designed by David Steinman of New York, New York. | 41.977653 | -73.945965 | NY-199 | Hudson River, CR-37, and Railroad | Rural | Ulster County, New York and Dutchess County, New York | New York | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 20 | Continuous | 10 | Metal | Deck | Girder | Fixed | 0 | Continuous | 21 | 1957 | 2002 | Harris Structural Steel Company of New York, New York and Merritt-Chapman and Scott Corporation of New York, New York | David Steinman of New York, New York | 7 | 7 | 800 | 243.84 | 7793 | 2375.31 | 40 | 12.19 | https://historicbridges.org/newyork/kingstonrhinecliffbridge/little_kingstonrhinecliffbridge_7003_4_5vib_small.jpg | https://historicbridges.org/newyork/kingstonrhinecliffbridge/little_kingstonrhinecliffbridge_7003_4_5vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/kingstonrhinecliffbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.977653,-73.945965 | ||||||
| 6952 | Newburgh–Beacon Bridge | Hamilton Fish Newburgh-Beacon Bridge | This rare arched cantilever truss bridge has been paired with a newer bridge of similar overall design. The technical description of the main or most noteworthy span of the bridge is a 1000 ft (304.8 m) metal cantilever (arched) rivet-connected Warren through truss, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by Modjeski and Masters. | 41.520403 | -74.000066 | I-84 and NY-52 (Westbound) | Hudson River and Grand Avenue | Newburgh and Beacon | Orange County, New York and Dutchess County, New York | New York | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 0 | Cantilever (Arched) | 3 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 0 | 32 | 1963 | 1984 | Bethlehem Steel Company of Bethlehem, Pennsylvania | Modjeski and Masters | 7 | 7 | 1000 | 304.8 | 7860 | 2395.73 | 39.4 | 12.01 | https://historicbridges.org/newyork/newburghbeaconbridge/little_newburghbeaconbridge_7900_1_2vib_small.jpg | https://historicbridges.org/newyork/newburghbeaconbridge/little_newburghbeaconbridge_7900_1_2vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/newburghbeaconbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.520403,-74.000066 | |||||
| 6953 | Alfred H. Smith Memorial Bridge | CSX Castleton Bridge | This large railroad bridge its noted for its largest span, nearly 600 feet in span length, and thus a significant engineering achievement. The technical description of the main or most noteworthy span of the bridge is a 598.5 ft (182.42 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Olaf Hoff of New York, New York. | 42.508363 | -73.774125 | Railroad (CSX) | Hudson River | Castleton-On-Hudson | Rensselaer County, New York and Albany County, New York | New York | United States | Metal | Pennsylvania | Rivet-Connected | Through | Truss | Fixed | 18 | 2 | Metal | Deck | Girder | Fixed | 0 | 52 | 1924 | 0 | McClintic-Marshall Company of Pittsburgh, Pennsylvania | Olaf Hoff of New York, New York | 7 | 8 | 598.5 | 182.42 | 5255 | 1601.72 | 0 | 0 | https://historicbridges.org/newyork/alfredhsmithmemorialbridge/little_alfredhsmithmemorialbridge_6817_8_9vib_small.jpg | https://historicbridges.org/newyork/alfredhsmithmemorialbridge/little_alfredhsmithmemorialbridge_6817_8_9vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/alfredhsmithmemorialbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.508363,-73.774125 | ||||||||
| 6954 | US-9W Mine Dock Road Bridge | Hidden in this deep, narrow valley is this rather large and impressive steel arch bridge. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal three-hinged Solid Ribbed deck arch, fixed. The bridge was primarily built by Unknown. | 41.327558 | -73.987833 | US-9W | Mine Dock Road | Fort Montgomery | Orange County, New York | New York | United States | Metal | Solid Ribbed | Three-Hinged | Deck | Arch | Fixed | 0 | 3 | Concrete | Slab | Fixed | 0 | 10 | 1932 | 1985 | Unknown | 7 | 7 | 160 | 48.77 | 496 | 151.18 | 46.3 | 14.11 | https://historicbridges.org/newyork/us9wminedockroadbridge/little_us9wminedockroadbridge_8341_2_3vr_small.jpg | https://historicbridges.org/newyork/us9wminedockroadbridge/little_us9wminedockroadbridge_8341_2_3vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/us9wminedockroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.327558,-73.987833 | |||||||||||
| 6955 | Ater Bridge | This is one of most unusual bridges in Texas due to the unique composition of the built-up members and chords on the bridge. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 31.525143 | -97.860166 | CR-198 (Abandoned Alignment) | Leon River | Rural | Coryell County, Texas | Texas | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 9 | 9 | 100 | 30.48 | 100 | 30.48 | 14 | 4.27 | https://historicbridges.org/texas/aterbridge/little_aterbridge_9528_29_30vib_small.jpg | https://historicbridges.org/texas/aterbridge/little_aterbridge_9528_29_30vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/aterbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.525143,-97.860166 | ||||||||||||||
| 6956 | TX-174 Bridge | Kimball’s Bend Bridge | This is an uncommon continuous deck truss that sits at a fairly low level above the water. The technical description of the main or most noteworthy span of the bridge is a 201 ft (61.26 m) metal continuous (straight chords) rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Texas Highway Department. | 32.123471 | -97.492603 | TX-174 | Brazos River (Lake Whitney) | Rural | Hill County, Texas | Texas | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 10 | Continuous (Straight Chords) | 3 | Metal | Stringer (Multi-Beam) | Fixed | 0 | Continuous | 9 | 1950 | 0 | Unknown | Texas Highway Department | 6 | 6 | 201 | 61.26 | 1294 | 394.41 | 25.6 | 7.8 | https://historicbridges.org/texas/tx174brazosriverbridge/little_tx174brazosriverbridge_0879_80_81vib_small.jpg | https://historicbridges.org/texas/tx174brazosriverbridge/little_tx174brazosriverbridge_0879_80_81vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/tx174brazosriverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.123471,-97.492603 | |||||||
| 6957 | Moseley Bridge | The Mile-Around Woods Bridge, Murphy Road Bridge | This is one of the only surviving patented Thomas Moseley iron arch bridges in existence, and it has been preserved on a privately owned public trail. The technical description of the main or most noteworthy span of the bridge is a 48 ft (14.63 m) metal tied Bowstring through arch, fixed. The bridge was primarily built by Moseley Iron Bridge and Roof Company of Boston, Massachusetts. | 42.927067 | -73.248190 | Pedestrian Walkway | Preserve Depression | North Bennington | Bennington County, Vermont | Vermont | United States | Metal | Bowstring | Tied | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1865 | 0 | Moseley Iron Bridge and Roof Company of Boston, Massachusetts | 9 | 10 | 48 | 14.63 | 48 | 14.63 | 0 | 0 | https://historicbridges.org/vermont/moseleybridge/little_moseleybridge_5242_small.jpg | https://historicbridges.org/vermont/moseleybridge/little_moseleybridge_5242.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=vermont/moseleybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.927067,-73.248190 | |||||||||||||
| 6958 | Pine Creek Park Bridge | Mill Hill Road Bridge | This is an exceedingly rare Keystone column pony truss bridge, and it has been preserved on a trail. The technical description of the main or most noteworthy span of the bridge is a 54 ft (16.46 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Keystone Bridge Company of Pittsburgh, Pennsylvania. | 41.125811 | -73.261949 | Pedestrian Walkway | Pine Creek | Fairfield | Fairfield County, Connecticut | Connecticut | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 9 | 1 | 0 | 0 | 1872 | 0 | Keystone Bridge Company of Pittsburgh, Pennsylvania | 9 | 10 | 54 | 16.46 | 54 | 16.46 | 0 | 0 | https://historicbridges.org/connecticut/pinecreekparkbridge/little_pinecreekparkbridge_8635_small.jpg | https://historicbridges.org/connecticut/pinecreekparkbridge/little_pinecreekparkbridge_8635.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/pinecreekparkbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.125811,-73.261949 | |||||||||||||
| 6959 | Riverside Park Bridge | This very unusual and beautiful bedstead truss stands out due to its arched bottom chord. The technical description of the main or most noteworthy span of the bridge is a 78 ft (23.77 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 42.340098 | -71.255888 | Pedestrian Walkway | Charles River | Weston and Newton | Middlesex County, Massachusetts | Massachusetts | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 1920 | 0 | Unknown | 8 | 8 | 78 | 23.77 | 78 | 23.77 | 7.7 | 2.35 | https://historicbridges.org/massachusetts/riversideparkfootbridge/little_riversideparkfootbridge_4039_small.jpg | https://historicbridges.org/massachusetts/riversideparkfootbridge/little_riversideparkfootbridge_4039.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/riversideparkfootbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.340098,-71.255888 | ||||||||||||||
| 6960 | Glen Falls Bridge | This bridge is one of only three lenticular through trusses in Connecticut, the home state of the lenticular patent holder Berlin Iron Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal pin-connected Lenticular through truss, fixed. The bridge was primarily built by Berlin Construction Company of Berlin Connecticut. | 41.717014 | -71.861361 | Brunswick Avenue | Moosup River | Moosup | Windham County, Connecticut | Connecticut | United States | Metal | Lenticular | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1886 | 0 | Berlin Construction Company of Berlin Connecticut | 9 | 9 | 120 | 36.58 | 124 | 37.8 | 14 | 4.27 | https://historicbridges.org/connecticut/glenfallsbridge/little_glenfallsbridge_3775_6_7vib_small.jpg | https://historicbridges.org/connecticut/glenfallsbridge/little_glenfallsbridge_3775_6_7vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/glenfallsbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.717014,-71.861361 | ||||||||||||||
| 6961 | North Village Bridge | Relocated and preserved for pedestrian use, this is a rare Parker patent pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) metal multiple-type-connected Parker pony truss, fixed. The bridge was primarily built by National Bridge and Iron Works of Boston, Massachusetts. The bridge was primarily designed by Charles H. Parker. | 42.055477 | -71.858867 | Pedestrian Walkway | Lake Chargoggagoggmanchauggagoggchaubunagungamaugg (Lake Chaubunagungamaug) | Webster | Worcester County, Massachusetts | Massachusetts | United States | Metal | Parker | Multiple-Type-Connected | Pony | Truss | Fixed | 9 | 1 | 0 | 0 | 1871 | 0 | National Bridge and Iron Works of Boston, Massachusetts | Charles H. Parker | 9 | 9 | 65 | 19.81 | 65 | 19.81 | 13.3 | 4.05 | https://historicbridges.org/massachusetts/northvillagebridge/little_northvillagebridge_4495_small.jpg | https://historicbridges.org/massachusetts/northvillagebridge/little_northvillagebridge_4495.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/northvillagebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.055477,-71.858867 | |||||||||||||
| 6962 | Ohio Street Bridge | Bridge Street Bridge | This bridge is noted for its combination of pony truss spans and a through truss span. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 33.921740 | -98.495950 | Bridge Street (Ohio Street) | Wichita River | Wichita Falls | Wichita County, Texas | Texas | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 9 | 1 | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 5 | 2 | 1911 | 0 | Unknown | 7 | 8 | 150 | 45.72 | 280 | 85.34 | 0 | 0 | https://historicbridges.org/texas/wichitafallsbridgestreet/little_wichitafallsbridgestreet_7192_small.jpg | https://historicbridges.org/texas/wichitafallsbridgestreet/little_wichitafallsbridgestreet_7192.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/wichitafallsbridgestreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.921740,-98.495950 | |||||||
| 6963 | Wichita Falls Railroad Bridge North | This is a pair of truss bridges that sit side by side, forming a double-track crossing of the river, and a unique comparison between pinned and riveted connections. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 33.921165 | -98.496766 | Railroad (BNSF) | Wichita River | Wichita Falls | Wichita County, Texas | Texas | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Through | Girder | Fixed | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 150 | 45.72 | 604 | 184.1 | 0 | 0 | https://historicbridges.org/texas/wichitafallsnorth/little_wichitafallsnorth_6919_small.jpg | https://historicbridges.org/texas/wichitafallsnorth/little_wichitafallsnorth_6919.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/wichitafallsnorth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.921165,-98.496766 | ||||||||||
| 6964 | Wichita Falls Railroad Bridge South | This is a pair of truss bridges that sit side by side, forming a double-track crossing of the river, and a unique comparison between pinned and riveted connections. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 33.921080 | -98.496871 | Railroad (BNSF) | Wichita River | Wichita Falls | Wichita County, Texas | Texas | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Through | Girder | Fixed | 0 | 0 | 0 | 0 | American Bridge Company of New York, New York | 7 | 7 | 150 | 45.72 | 604 | 184.1 | 0 | 0 | https://historicbridges.org/texas/wichitafallssouth/little_wichitafallssouth_7030_small.jpg | https://historicbridges.org/texas/wichitafallssouth/little_wichitafallssouth_7030.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/wichitafallssouth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.921080,-98.496871 | ||||||||||
| 6965 | Scott Avenue Bridge | This is one of the finest examples of a Luten concrete arch bridge in America, and is almost completely without alteration. The technical description of the main or most noteworthy span of the bridge is a 95 ft (28.96 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Luten Bridge Company of Knoxville, Tennessee. The bridge was primarily designed by Daniel Luten. | 33.918865 | -98.497733 | Scott Avenue (Business US-287) | Wichita River | Wichita Falls | Wichita County, Texas | Texas | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1927 | 0 | Luten Bridge Company of Knoxville, Tennessee | Daniel Luten | 8 | 8 | 95 | 28.96 | 276 | 84.12 | 40 | 12.19 | https://historicbridges.org/texas/wichitafallsscottavenue/little_wichitafallsscottavenue_7855_6_7r_small.jpg | https://historicbridges.org/texas/wichitafallsscottavenue/little_wichitafallsscottavenue_7855_6_7r.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/wichitafallsscottavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.918865,-98.497733 | ||||||||||||||
| 6966 | Crossman Bridge | This ornate example of a lenticular pony truss has been rehabilitated, and retains ornamental railing and finials. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) metal pin-connected Lenticular pony truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. | 42.210373 | -72.245467 | Gilbert Road | Quaboag River | Warren | Worcester County, Massachusetts | Massachusetts | United States | Metal | Lenticular | Pin-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1888 | 2008 | Berlin Iron Bridge Company of East Berlin, Connecticut | 9 | 9 | 72 | 21.95 | 73.2 | 22.31 | 15 | 4.57 | https://historicbridges.org/massachusetts/crossmanbridge/little_crossmanbridge_4822_small.jpg | https://historicbridges.org/massachusetts/crossmanbridge/little_crossmanbridge_4822.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/crossmanbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.210373,-72.245467 | ||||||||||||||
| 6967 | Fort River Bridge | This is one of the oldest surviving lenticular pony truss bridges in the country. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal pin-connected Lenticular pony truss, fixed. The bridge was primarily built by Corrugated Metal Company of East Berlin, Connecticut (Berlin Iron Bridge Company of East Berlin, Connecticut). | 42.355676 | -72.520672 | Pedestrian Walkway | Fort River | Amherst | Hampshire County, Massachusetts | Massachusetts | United States | Metal | Lenticular | Pin-Connected | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 1880 | 1997 | Corrugated Metal Company of East Berlin, Connecticut (Berlin Iron Bridge Company of East Berlin, Connecticut) | 9 | 9 | 60 | 18.29 | 60 | 18.29 | 8 | 2.44 | https://historicbridges.org/massachusetts/fortriverbridge/little_fortriverbridge_5038_small.jpg | https://historicbridges.org/massachusetts/fortriverbridge/little_fortriverbridge_5038.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/fortriverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.355676,-72.520672 | ||||||||||||||
| 6968 | Waldrip Bridge | Very few pin-connected truss bridges with this many spans survive today in Texas or any state for that matter. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 31.463280 | -99.421975 | CR-220 | Colorado River | Rural | Coleman County, Texas and McCulloch County, Texas | Texas | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 9 | 1 | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 5 | 1893 | 2011 | Unknown | 8 | 8 | 170 | 51.82 | 698 | 212.75 | 14.8 | 4.51 | https://historicbridges.org/texas/waldripbridge/little_waldripbridge_5804_small.jpg | https://historicbridges.org/texas/waldripbridge/little_waldripbridge_5804.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/waldripbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.463280,-99.421975 | ||||||||
| 6970 | Cross Bayou Railroad Bridge | This is one of only two Waddell A-frame truss bridges in the entire country, and is also noted for its rare pin-connected Warren deck truss approach spans. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal pin-connected A-Frame through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by J. A. L. Waddell. | 32.519606 | -93.749939 | Railroad (Kansas City Southern) | Cross Bayou | Shreveport | Caddo Parish, Louisiana | Louisiana | United States | Metal | A-Frame | Pin-Connected | Through | Truss | Fixed | 4 | 1 | Metal | Warren | Pin-Connected | Deck | Truss | Fixed | 12 | 2 | 0 | 1926 | Unknown | J. A. L. Waddell | 9 | 10 | 100 | 30.48 | 490 | 149.35 | 0 | 0 | https://historicbridges.org/louisiana/crossbayouaframe/little_crossbayouaframe_brg_9441_2_3vib_small.jpg | https://historicbridges.org/louisiana/crossbayouaframe/little_crossbayouaframe_brg_9441_2_3vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/crossbayouaframe/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.519606,-93.749939 | |||||||
| 6971 | Canadian River Wagon Bridge | This bridge is the longest known simple span pin-connected highway truss bridge in the entire country! The technical description of the main or most noteworthy span of the bridge is a 155 ft (47.24 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. | 35.934597 | -100.372162 | Pedestrian Walkway (Former US-60 and US-83) | Canadian River | Canadian | Hemphill County, Texas | Texas | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 19 | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 0 | 2 | 1916 | 2000 | Canton Bridge Company of Canton, Ohio | 10 | 10 | 155 | 47.24 | 3255 | 992.12 | 16 | 4.88 | https://historicbridges.org/texas/canadianwagonbridge/little_canadianwagonbridge_9856_small.jpg | https://historicbridges.org/texas/canadianwagonbridge/little_canadianwagonbridge_9856.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/canadianwagonbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.934597,-100.372162 | ||||||||
| 6972 | Camp Road Bridge | This bridge is the only known truss bridge in the county, and is located in a region with very few truss bridges. The technical description of the main or most noteworthy span of the bridge is a 59 ft (17.98 m) metal bolt-connected Warren pony truss, fixed. The bridge was primarily built by Austin Bridge Company of Dallas, Texas. | 35.544751 | -101.206075 | Camp Road (CR-25) | Spring Creek | Rural | Carson County, Texas | Texas | United States | Metal | Warren | Bolt-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1930 | 0 | Austin Bridge Company of Dallas, Texas | 5 | 7 | 59 | 17.98 | 60 | 18.29 | 17.4 | 5.3 | https://historicbridges.org/texas/springcreekbridge/little_springcreekbridge_1714_5_6vib_small.jpg | https://historicbridges.org/texas/springcreekbridge/little_springcreekbridge_1714_5_6vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/springcreekbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.544751,-101.206075 | ||||||||||||||
| 6973 | TX-203 Bridge | Located in a part of Texas which has very few historic bridges, this is a beautiful multi-span through truss in good condition. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Purvis and Bertram Construction Company of Fort Worth, Texas. The bridge was primarily designed by Julian Montgomery (Texas Highway Department). | 34.887570 | -100.051456 | TX-203 | Salt Fork Red River | Rural | Collingsworth County, Texas | Texas | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 8 | 4 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 1939 | 2014 | Purvis and Bertram Construction Company of Fort Worth, Texas | Julian Montgomery (Texas Highway Department) | 6 | 8 | 180 | 54.86 | 753 | 229.51 | 24 | 7.32 | https://historicbridges.org/texas/tx203collingsworth/little_tx203collingsworth_9232_small.jpg | https://historicbridges.org/texas/tx203collingsworth/little_tx203collingsworth_9232.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/tx203collingsworth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.887570,-100.051456 | ||||||||||
| 6974 | Pease River Wagon Bridge Tower | Vernon Suspension Bridge Tower | This page documents the single surviving tower of a long-lost suspension bridge. The technical description of the main or most noteworthy span of the bridge is a metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by Weatherford Machine and Foundry Company (Mitchell and Pigg). | 34.179203 | -99.323823 | US-287 (Abandoned Alignment) | Pease River | Vernon | Wilbarger County, Texas | Texas | United States | Metal | Pony Truss Stiffening | Wire Cable | Suspension | Fixed | 0 | 4 | 0 | 0 | 0 | 0 | Weatherford Machine and Foundry Company (Mitchell and Pigg) | 6 | 6 | 0 | 0 | 1540 | 469.39 | 0 | 0 | https://historicbridges.org/texas/peaseriverwagonbridge/little_peaseriverwagonbridge_9121_2_3vib_small.jpg | https://historicbridges.org/texas/peaseriverwagonbridge/little_peaseriverwagonbridge_9121_2_3vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/peaseriverwagonbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.179203,-99.323823 | ||||||||||||||
| 6975 | 7th Street Bridge | Draw Bridge | This small pony truss bridge was bypassed by a new bridge in 2013 and left standing in place. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal bolt-connected Warren pony truss, fixed. The bridge was primarily built by Missouri Valley Bridge and Iron Company of Leavenworth, Kansas. | 34.933637 | -100.891551 | 7th Street | Unnamed Draw | Clarendon | Donley County, Texas | Texas | United States | Metal | Warren | Bolt-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1908 | 0 | Missouri Valley Bridge and Iron Company of Leavenworth, Kansas | 5 | 7 | 50 | 15.24 | 50 | 15.24 | 15.7 | 4.79 | https://historicbridges.org/texas/clarendon/little_clarendon_2011_small.jpg | https://historicbridges.org/texas/clarendon/little_clarendon_2011.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/clarendon/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.933637,-100.891551 | |||||||||||||
| 6976 | Burnett Bridge | One of only a few Whipple truss bridges in all of Texas, this bridge has the distinctive design details of a bridge built by the King Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 33.898312 | -98.706188 | FM-368 (Abandoned Alignment) | Wichita River | Rural | Wichita County, Texas | Texas | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | King Bridge Company of Cleveland, Ohio | 8 | 9 | 200 | 60.96 | 200 | 60.96 | 0 | 0 | https://historicbridges.org/texas/burnettbridge/little_burnettbridge_8737_small.jpg | https://historicbridges.org/texas/burnettbridge/little_burnettbridge_8737.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/burnettbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.898312,-98.706188 | ||||||||||||||
| 6977 | Waterloo Park Bridge | Anderson Road Bridge | This regionally early surviving Pratt through truss bridge was relocated and preserved in a park setting. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Kansas City Bridge and Iron Company of Kansas City, Missouri. | 33.743253 | -96.566754 | Pedestrian Walkway | Waterloo Park Lagoon | Denison | Grayson County, Texas | Texas | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1886 | 0 | Kansas City Bridge and Iron Company of Kansas City, Missouri | 7 | 8 | 90 | 27.43 | 90 | 27.43 | 0 | 0 | https://historicbridges.org/texas/waterlooparkbridge/little_waterlooparkbridge_5929_small.jpg | https://historicbridges.org/texas/waterlooparkbridge/little_waterlooparkbridge_5929.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/waterlooparkbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.743253,-96.566754 | |||||||||||||
| 6978 | FM-2305 Hike and Bike Trail Bridge | This is a rare surviving example of a bridge built by the Milwaukee Bridge and Iron Works. The technical description of the main or most noteworthy span of the bridge is a 163 ft (49.68 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Milwaukee Bridge and Iron Works of Milwaukee, Wisconsin. | 31.114419 | -97.404324 | FM-2305 Hike and Bike Trail | Pepper Creek | Temple | Bell County, Texas | Texas | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 9 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 1 | 1889 | 0 | Milwaukee Bridge and Iron Works of Milwaukee, Wisconsin | 7 | 7 | 163 | 49.68 | 175 | 53.34 | 0 | 0 | https://historicbridges.org/texas/peppercreekbridge/little_peppercreekbridge_8244_small.jpg | https://historicbridges.org/texas/peppercreekbridge/little_peppercreekbridge_8244.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/peppercreekbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.114419,-97.404324 | |||||||||||
| 6979 | Fort Griffin Bridge | This beautiful bridge is a very early and unaltered Pratt truss in Texas, and a fine example of the King Bridge Company's work. The technical description of the main or most noteworthy span of the bridge is a 109 ft (33.22 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 32.934734 | -99.224411 | CR-188 | Clear Fork Brazos River | Rural | Shackelford County, Texas | Texas | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 13 | 1885 | 0 | King Bridge Company of Cleveland, Ohio | 7 | 8 | 109 | 33.22 | 311 | 94.79 | 13.5 | 4.11 | https://historicbridges.org/texas/fortgriffinbridge/little_fortgriffinbridge_4447_small.jpg | https://historicbridges.org/texas/fortgriffinbridge/little_fortgriffinbridge_4447.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/fortgriffinbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.934734,-99.224411 | |||||||||||
| 6980 | TX-89 Brazos River Bridge | This bridge is an example of a state standard through truss bridge in Texas, and includes a series of approach spans as well. The technical description of the main or most noteworthy span of the bridge is a 165 ft (50.29 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Buckner Brothers of Cleburne, Texas. The bridge was primarily designed by Texas Highway Department. | 32.667113 | -98.032889 | I-20 North Frontage Road (Former TX-89) | Brazos River | Rural | Parker County, Texas | Texas | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 7 | 3 | Concrete | T-Beam | Fixed | 0 | 11 | 1934 | 1994 | Buckner Brothers of Cleburne, Texas | Texas Highway Department | 6 | 7 | 165 | 50.29 | 892 | 271.88 | 24 | 7.32 | https://historicbridges.org/texas/tx89brazosriverbridge/little_tx89brazosriverbridge_2934_small.jpg | https://historicbridges.org/texas/tx89brazosriverbridge/little_tx89brazosriverbridge_2934.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/tx89brazosriverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.667113,-98.032889 | ||||||||||
| 6981 | ! | Marengo Street Bridge | This is one of the smallest known examples of a steel deck cantilever truss bridge. The technical description of the main or most noteworthy span of the bridge is a 85.5 ft (26.06 m) metal cantilever rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Standard Engineering Company of Toledo, Ohio and American Bridge Company of New York, New York. | 41.606501 | -83.595813 | Marengo Street | Delaware Creek | Toledo | Lucas County, Ohio | Ohio | United States | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 6 | Cantilever | 3 | 0 | 0 | 1915 | 1973 | Standard Engineering Company of Toledo, Ohio and American Bridge Company of New York, New York | 8 | 8 | 85.5 | 26.06 | 172.5 | 52.58 | 0 | 0 | https://historicbridges.org/ohio/marengostreet/little_img_0643_small.jpg | https://historicbridges.org/ohio/marengostreet/little_img_0643.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/marengostreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.606501,-83.595813 | ||||||||||||
| 6982 | Hummel Bridge | This is a rare documented example of a bridge built by the Toronto plant of the Dominion Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 48 ft (14.63 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Toronto, Ontario). | 46.043874 | -79.415606 | Hemlock Road | South River | Alsace (Nipissing Township) | Parry Sound District, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1925 | 0 | Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Toronto, Ontario) | 6 | 7 | 48 | 14.63 | 120 | 36.58 | 0 | 0 | https://historicbridges.org/ontario/hummel/little_p1050467_small.jpg | https://historicbridges.org/ontario/hummel/little_p1050467.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/hummel/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.043874,-79.415606 | |||||||||||
| 6983 | Victoria Falls Bridge | This pony truss bridge rests upon a unique dry laid stone abutment which itself sits on a natural rock outcrop. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 44.833781 | -79.059549 | Black River Road | Black River | Rural | Kawartha Lakes City, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/victoriafalls/little_ian_0278_small.jpg | https://historicbridges.org/ontario/victoriafalls/little_ian_0278.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/victoriafalls/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.833781,-79.059549 | |||||||||||
| 6984 | Bryant Station Bridge | This bridge is noted for its rare sloped deck which gives the bridge a unique appearance. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by Chicago Bridge and Iron Works of Chicago, Illinois, C. Q. Horton of Austin, Texas, Agent. | 30.847685 | -97.195033 | CR-106 (Abandoned Alignment) | Little River | Rural | Milam County, Texas | Texas | United States | Metal | Camelback | Pin-Connected | Through | Truss | Fixed | 10 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 6 | 1909 | 0 | Chicago Bridge and Iron Works of Chicago, Illinois, C. Q. Horton of Austin, Texas, Agent | 8 | 8 | 200 | 60.96 | 332 | 101.19 | 15.7 | 4.79 | https://historicbridges.org/texas/bryantstationbridge/little_bryantstationbridge_7674_5_6r_small.jpg | https://historicbridges.org/texas/bryantstationbridge/little_bryantstationbridge_7674_5_6r.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/bryantstationbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.847685,-97.195033 | |||||||||||
| 6985 | Clifton Bridge | This bridge is highly significant as one of the few surviving Whipple truss bridges in Texas, and it also has some newer, but still historic, pony truss approach spans. The technical description of the main or most noteworthy span of the bridge is a 148 ft (45.11 m) metal pin-connected Whipple (Double-Intersection Pratt) through t-beam, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 31.793158 | -97.572322 | CR-3112 (Abandoned Alignment) | North Bosque River | Clifton | Bosque County, Texas | Texas | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | T-Beam | Fixed | 10 | 1 | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 2 | 1884 | 0 | Wrought Iron Bridge Company of Canton, Ohio | 8 | 9 | 148 | 45.11 | 371 | 113.08 | 17 | 5.18 | https://historicbridges.org/texas/cliftonbridge/little_cliftonbridge_0264_small.jpg | https://historicbridges.org/texas/cliftonbridge/little_cliftonbridge_0264.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/cliftonbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.793158,-97.572322 | ||||||||
| 6986 | River Road Bridge | This bypassed and abandoned through truss is noted for its 225 foot span length. The technical description of the main or most noteworthy span of the bridge is a 225 ft (68.58 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania. | 31.678826 | -97.507533 | River Road (CR-3310) (Abandoned Alignment) | North Bosque River | Rural | Bosque County, Texas | Texas | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 11 | 1 | 0 | 0 | 1915 | 0 | Penn Bridge Company of Beaver Falls, Pennsylvania | 7 | 8 | 225 | 68.58 | 225 | 68.58 | 14 | 4.27 | https://historicbridges.org/texas/oldriverroadbridge/little_oldriverroadbridge_0090_1_2vib_small.jpg | https://historicbridges.org/texas/oldriverroadbridge/little_oldriverroadbridge_0090_1_2vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/oldriverroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.678826,-97.507533 | ||||||||||||||
| 6987 | ! | Sunshine Road Bridge | Bypassed and abandoned for many years, this bridge's unusually tall substructure is failing, putting the bridge at severe risk for collapse. The technical description of the main or most noteworthy span of the bridge is a 161 ft (49.07 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 30.896438 | -97.319810 | Sunshine Road | Little River | Rural | Bell County, Texas | Texas | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 161 | 49.07 | 190 | 57.91 | 14.8 | 4.51 | https://historicbridges.org/texas/sunshineroadbridge/little_sunshineroadbridge_8154_small.jpg | https://historicbridges.org/texas/sunshineroadbridge/little_sunshineroadbridge_8154.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/sunshineroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.896438,-97.319810 | |||||||||||||
| 6989 | Woodson Bridge | This is one of the few surviving unique small-scale suspension bridges in Texas and is also noted for its iron Howe truss approach spans. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal wire cable suspension, fixed. The bridge was primarily built by Flinn-Moyer Company of Weatherford, Texas. | 32.921597 | -99.167936 | CR-179 (Abandoned Alignment) | Clear Fork Brazos River | Rural | Shackelford County, Texas | Texas | United States | Metal | Wire Cable | Suspension | Fixed | 0 | 1 | Metal | Howe | Pony | Truss | Fixed | 0 | 9 | 1896 | 1926 | Flinn-Moyer Company of Weatherford, Texas | 9 | 10 | 140 | 42.67 | 312 | 95.1 | 13.7 | 4.18 | https://historicbridges.org/texas/woodsonbridge/little_woodsonbridge_3700_small.jpg | https://historicbridges.org/texas/woodsonbridge/little_woodsonbridge_3700.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/woodsonbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.921597,-99.167936 | |||||||||||
| 6990 | Creekside Road Bridge | This bridge appears to be a rare example of a bridge built by New York State based Groton Bridge Company in Texas. The technical description of the main or most noteworthy span of the bridge is a 119 ft (36.27 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. | 29.777688 | -97.574351 | Creekside Road (CR-146) | Plum Creek | Rural | Caldwell County, Texas | Texas | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 0 | 0 | Groton Bridge Company of Groton, New York | 7 | 7 | 119 | 36.27 | 120 | 36.58 | 11.5 | 3.51 | https://historicbridges.org/texas/creeksidedrive/little_creeksidedrive_9026_7_8vib_small.jpg | https://historicbridges.org/texas/creeksidedrive/little_creeksidedrive_9026_7_8vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/creeksidedrive/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.777688,-97.574351 | ||||||||||||||
| 6991 | Parkhill Park Bridge | Survey Road Bridge | This is one of the only known surviving examples of a bridge built by Chicago Bridge and Iron with a unique portal bracing. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Chicago Bridge and Iron Works of Chicago, Illinois. | 33.693695 | -97.006413 | Pedestrian Walkway | Timber Creek Branch | Callisburg | Cooke County, Texas | Texas | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 1893 | 2004 | Chicago Bridge and Iron Works of Chicago, Illinois | 7 | 8 | 75 | 22.86 | 77 | 23.47 | 11.8 | 3.6 | https://historicbridges.org/texas/parkhillparkbridge/little_parkhillparkbridge_6325_small.jpg | https://historicbridges.org/texas/parkhillparkbridge/little_parkhillparkbridge_6325.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/parkhillparkbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.693695,-97.006413 | |||||||||||||
| 6992 | Barker Bridge | This long-abandoned bridge has one of the most unusual vertical member designs ever seen and is assumed to be the work of the George E. King Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by George E. King Bridge Company of Des Moines, Iowa. | 30.468412 | -97.405705 | CR-457 | Brushy Creek | Rural | Williamson County, Texas | Texas | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | George E. King Bridge Company of Des Moines, Iowa | 8 | 8 | 105 | 32 | 156 | 47.55 | 15 | 4.57 | https://historicbridges.org/texas/barkerbridge/little_barkerbridge_2729_30_31vib_small.jpg | https://historicbridges.org/texas/barkerbridge/little_barkerbridge_2729_30_31vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/barkerbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.468412,-97.405705 | ||||||||||||||
| 6993 | ! | Lower Elgin Road Bridge | This excellent example of an 1880s Pratt truss bridge was bypassed, and enjoys some community support for preservation. The technical description of the main or most noteworthy span of the bridge is a 99 ft (30.18 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Kansas City Bridge and Iron Company of Kansas City, Missouri. | 30.222530 | -97.409389 | Lower Elgin Road (CR-55) (Abandoned Alignment) | Wilbarger Creek | Rural | Bastrop County, Texas | Texas | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 9 | 1888 | 0 | Kansas City Bridge and Iron Company of Kansas City, Missouri | 7 | 7 | 99 | 30.18 | 250 | 76.2 | 11.2 | 3.41 | https://historicbridges.org/texas/lowerelginroadbridge/little_lowerelginroadbridge_2450_small.jpg | https://historicbridges.org/texas/lowerelginroadbridge/little_lowerelginroadbridge_2450.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/lowerelginroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.222530,-97.409389 | |||||||||||||
| 6994 | Bartons Creek Railroad Bridge | This bridge is an uncommon example of a Camelback pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal rivet-connected Camelback pony truss, fixed. The bridge was primarily built by Unknown. | 29.961758 | -97.091741 | Railroad (Union Pacific) | Bartons Creek | Rural | Fayette County, Texas | Texas | United States | Metal | Camelback | Rivet-Connected | Pony | Truss | Fixed | 7 | 1 | 0 | 0 | 1906 | 0 | Unknown | 6 | 6 | 110 | 33.53 | 110 | 33.53 | 0 | 0 | https://historicbridges.org/texas/kirtleyrailroadbridge/little_kirtleyrailroadbridge_1940_small.jpg | https://historicbridges.org/texas/kirtleyrailroadbridge/little_kirtleyrailroadbridge_1940.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/kirtleyrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.961758,-97.091741 | ||||||||||||||
| 6995 | Mid-Delaware Bridge | Port Jervis - Matamoras Bridge, Barrett Bridge | This bridge is noted for its large 325 foot main spans and extensive use of v-lacing and lattice on its members. The technical description of the main or most noteworthy span of the bridge is a 325 ft (99.06 m) metal rivet-connected Parker through t-beam, fixed. The bridge was primarily built by R.C. Ritz Construction Company. | 41.371733 | -74.697228 | US-6 | Delaware River | Port Jervis and Matamoras | Orange County, New York and Pike County, Pennsylvania | New York and Pennsylvania | United States | Metal | Parker | Rivet-Connected | Through | T-Beam | Fixed | 11 | 2 | 0 | 0 | 1939 | 0 | R.C. Ritz Construction Company | 7 | 7 | 325 | 99.06 | 659 | 200.86 | 44 | 13.41 | https://historicbridges.org/pennsylvania/middelawarebridge/little_middelawarebridge_7369_small.jpg | https://historicbridges.org/pennsylvania/middelawarebridge/little_middelawarebridge_7369.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/middelawarebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.371733,-74.697228 | |||||||||||||
| 6996 | Dornsife Bridge | This a an extremely unusual variation of a standard state design through truss bridge in Pennsylvania that uses a Warren truss rather than a Pratt or Parker truss. The technical description of the main or most noteworthy span of the bridge is a 208 ft (63.4 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Fort Pitt Bridge Works of Pittsburgh, Pennsylvania. The bridge was primarily designed by Pennsylvania State Highway Department. | 40.744404 | -76.790427 | PA-225 | Mahanoy Creek | Dornsife | Northumberland County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 12 | 1 | 0 | 0 | 1941 | 1994 | Fort Pitt Bridge Works of Pittsburgh, Pennsylvania | Pennsylvania State Highway Department | 6 | 7 | 208 | 63.4 | 215 | 65.53 | 25.3 | 7.71 | https://historicbridges.org/pennsylvania/dornsife/little_dornsife_2404_small.jpg | https://historicbridges.org/pennsylvania/dornsife/little_dornsife_2404.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/dornsife/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.744404,-76.790427 | |||||||||||||
| 6997 | ! | OH-8 High Level Bridge Bridge | This is a massive, high level deck continuous truss bridge. The technical description of the main or most noteworthy span of the bridge is a 360 ft (109.73 m) metal continuous rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Mount Vernon Bridge Company of Mount Vernon, Ohio. The bridge was primarily designed by Wilbur J. Watson and Associates of Cleveland, Ohio. | 41.087970 | -81.501511 | OH-8 and OH-59 | Little Cuyahoga River, Railroad, and North Street | Akron | Summit County, Ohio | Ohio | United States | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 10 | Continuous | 3 | Metal | Deck | Girder | Fixed | 0 | 5 | 1953 | 1987 | Mount Vernon Bridge Company of Mount Vernon, Ohio | Wilbur J. Watson and Associates of Cleveland, Ohio | 6 | 7 | 360 | 109.73 | 1583 | 482.5 | 80 | 24.38 | https://historicbridges.org/ohio/akronoh8/little_akronoh8_2608_small.jpg | https://historicbridges.org/ohio/akronoh8/little_akronoh8_2608.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/akronoh8/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.087970,-81.501511 | |||||||
| 6998 | Brecksville-Northfield Bridge | This is an enormous high level deck arch bridge with attractive design details. The technical description of the main or most noteworthy span of the bridge is a 181 ft (55.17 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Highway Construction Company of Cleveland, Ohio. The bridge was primarily designed by Alfred M. Felgate. | 41.321299 | -81.587405 | OH-82 (Aurora Road, Chippewa Road) | Cuyahoga River | Brecksville | Cuyahoga County, Ohio and Summit County, Ohio | Ohio | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 5 | 5 | Pre-Stressed Concrete | Box Beam | Fixed | 2 | 2 | 1931 | 1989 | Highway Construction Company of Cleveland, Ohio | Alfred M. Felgate | 8 | 8 | 181 | 55.17 | 1130 | 344.42 | 20 | 6.1 | https://historicbridges.org/ohio/brecksville/little_brecksville_1939_40_41vib_stitch_small.jpg | https://historicbridges.org/ohio/brecksville/little_brecksville_1939_40_41vib_stitch.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/brecksville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.321299,-81.587405 | |||||||||||
| 6999 | Station Road Bridge | This rare Whipple truss bridge displays the unique Howe truss portal bracing of the Massillon Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 124 ft (37.8 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. | 41.319326 | -81.587603 | Pedestrian Walkway (Former Station Road) | Cuyahoga River | Brecksville | Cuyahoga County, Ohio and Summit County, Ohio | Ohio | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1882 | 2021 | Massillon Bridge Company of Massillon, Ohio | 8 | 8 | 124 | 37.8 | 128.6 | 39.2 | 14.9 | 4.54 | https://historicbridges.org/ohio/stationroadbridge/little_stationroadbridge_2098_small.jpg | https://historicbridges.org/ohio/stationroadbridge/little_stationroadbridge_2098.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/stationroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.319326,-81.587603 | ||||||||||||||
| 7000 | Hillside Road Bridge | This is one of the latest known surviving examples of a bridge built by the famous King Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 41.373296 | -81.614757 | Hillside Road (CR-145) | Cuyahoga River | Independence | Cuyahoga County, Ohio | Ohio | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1923 | 2003 | King Bridge Company of Cleveland, Ohio | 6 | 6 | 200 | 60.96 | 203 | 61.87 | 23.6 | 7.19 | https://historicbridges.org/ohio/hillsideroad/little_hillsideroad_1273_small.jpg | https://historicbridges.org/ohio/hillsideroad/little_hillsideroad_1273.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/hillsideroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.373296,-81.614757 | ||||||||||||||
| 7001 | Porr Road Bridge | Sitting on the ground as an exhibit, this is one of the last known examples of a rare bedstead truss bridge in Ohio. The technical description of the main or most noteworthy span of the bridge is a 29 ft (8.84 m) metal pin-connected Pratt bedstead pony truss, fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. | 40.901800 | -81.732480 | Pedestrian Walkway | Ground (Exhibit) | Marshallville | Wayne County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Bedstead Pony | Truss | Fixed | 2 | 1 | 0 | 0 | 1890 | 1993 | Canton Bridge Company of Canton, Ohio | 8 | 8 | 29 | 8.84 | 29 | 8.84 | 0 | 0 | https://historicbridges.org/ohio/marshallville/little_marshallville_3271_small.jpg | https://historicbridges.org/ohio/marshallville/little_marshallville_3271.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/marshallville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.901800,-81.732480 | ||||||||||||||
| 7002 | Hollow Road Bridge | This is an outstanding, unaltered example of a small pony truss built by the famous King Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 39 ft (11.89 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 40.720434 | -76.741289 | Hollow Road (TR-430) | Schwaben Creek | Rural | Northumberland County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1897 | 1972 | King Bridge Company of Cleveland, Ohio | 7 | 7 | 39 | 11.89 | 41 | 12.5 | 14 | 4.27 | https://historicbridges.org/pennsylvania/hollowroadbridge/little_hollowroadbridge_2515_small.jpg | https://historicbridges.org/pennsylvania/hollowroadbridge/little_hollowroadbridge_2515.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/hollowroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.720434,-76.741289 | ||||||||||||||
| 7002 | Line Road Bridge | This bridge is noted for its v-lacing on its top chord and end posts and for its unusually short span length. The technical description of the main or most noteworthy span of the bridge is a 26 ft (7.92 m) metal pin-connected Pratt pony truss, fixed. The bridge was primarily built by Unknown. | 40.713803 | -76.682839 | Line Road (TR-454) | Schwaben Creek | Rural | Northumberland County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Pony | Truss | Fixed | 2 | 1 | 0 | 0 | 1897 | 0 | Unknown | 7 | 7 | 26 | 7.92 | 30.8 | 9.39 | 14.8 | 4.51 | https://historicbridges.org/pennsylvania/lineroadbridge/little_lineroadbridge_2542_small.jpg | https://historicbridges.org/pennsylvania/lineroadbridge/little_lineroadbridge_2542.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/lineroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.713803,-76.682839 | ||||||||||||||
| 7003 | KH-65 Wright Creek Bridge | This is one of two pony truss bridges along this section of highway. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. | 47.609834 | -79.538780 | KH-65 | Wright Creek | Judge (Casey Township) | Timiskaming District, Ontario | Ontario | Canada | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1960 | 2014 | Unknown | 6 | 6 | 100 | 30.48 | 100 | 30.48 | 0 | 0 | https://historicbridges.org/ontario/wright/little_20200927_144003_small.jpg | https://historicbridges.org/ontario/wright/little_20200927_144003.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/wright/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.609834,-79.538780 | ||||||||||||||
| 7004 | KH-65 Blanche River Bridge | This is the largest of two pony truss bridges along this section of highway, and the only three span pony truss surviving on the King's Highways. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. | 47.609827 | -79.541583 | KH-65 | Blanche River | Judge (Casey Township) | Timiskaming District, Ontario | Ontario | Canada | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 7 | 3 | 0 | 0 | 1960 | 2014 | Unknown | 6 | 6 | 120 | 36.58 | 339 | 103.33 | 0 | 0 | https://historicbridges.org/ontario/blanche/little_ian_0143_small.jpg | https://historicbridges.org/ontario/blanche/little_ian_0143.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/blanche/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.609827,-79.541583 | ||||||||||||||
| 7006 | Monadnock Mills Bridge | Part of a historic district, this is one of the only surviving Moseley bowstrings in the country, and is also noted for its unique bearing inside a notch of a building. The technical description of the main or most noteworthy span of the bridge is a 77 ft (23.47 m) metal Bowstring through truss, fixed. The bridge was primarily built by Moseley Iron Bridge and Roof Company of Boston, Massachusetts. | 43.374258 | -72.338157 | Pipeline and Former Walkway | Sugar River | Claremont | Sullivan County, New Hampshire | New Hampshire | United States | Metal | Bowstring | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Moseley Iron Bridge and Roof Company of Boston, Massachusetts | 10 | 10 | 77 | 23.47 | 77 | 23.47 | 8 | 2.44 | https://historicbridges.org/newhampshire/monadnockmillsbridge/little_monadnockmillsbridge_4147_small.jpg | https://historicbridges.org/newhampshire/monadnockmillsbridge/little_monadnockmillsbridge_4147.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newhampshire/monadnockmillsbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.374258,-72.338157 | |||||||||||||||
| 7007 | Old Sullivan Company Footbridge | This riveted through truss bridge is abandoned but originally provided access directly from the doors of a building to the other side of the river. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 43.375591 | -72.340395 | Pedestrian Walkway | Sugar River | Claremont | Sullivan County, New Hampshire | New Hampshire | United States | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1905 | 0 | American Bridge Company of New York, New York | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newhampshire/oldsullivancompanyfootbridge/little_oldsullivancompanyfootbridge_4477_8_9vib_small.jpg | https://historicbridges.org/newhampshire/oldsullivancompanyfootbridge/little_oldsullivancompanyfootbridge_4477_8_9vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newhampshire/oldsullivancompanyfootbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.375591,-72.340395 | ||||||||||||||
| 7008 | Elm Street Bridge | This is a large, impressive, and extremely rare Parker patent pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal multiple-type-connected Parker pony truss, fixed. The bridge was primarily built by National Bridge and Iron Works of Boston, Massachusetts. | 43.628944 | -72.518313 | VT-12 (Elm Street) | Ottauquechee River | Woodstock | Windsor County, Vermont | Vermont | United States | Metal | Parker | Multiple-Type-Connected | Pony | Truss | Fixed | 11 | 1 | 0 | 0 | 1870 | 1980 | National Bridge and Iron Works of Boston, Massachusetts | 9 | 10 | 110 | 33.53 | 112 | 34.14 | 25.3 | 7.71 | https://historicbridges.org/vermont/elmstreetbridge/little_elmstreetbridge_3217_small.jpg | https://historicbridges.org/vermont/elmstreetbridge/little_elmstreetbridge_3217.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=vermont/elmstreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.628944,-72.518313 | ||||||||||||||
| 7009 | Red Bridge | Bypassed and abandoned in 1963, this rare lenticular pony truss bridge has today found new life as a restored bridge for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 82 ft (24.99 m) metal pin-connected Lenticular pony truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. | 41.522695 | -72.838436 | Quinnipiac River Gorge Trail (Former Oregon Road Alignment) | Quinnipiac River | Meriden | New Haven County, Connecticut | Connecticut | United States | Metal | Lenticular | Pin-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1891 | 0 | Berlin Iron Bridge Company of East Berlin, Connecticut | 9 | 9 | 82 | 24.99 | 82 | 24.99 | 17 | 5.18 | https://historicbridges.org/connecticut/redbridge/little_redbridge_0243_small.jpg | https://historicbridges.org/connecticut/redbridge/little_redbridge_0243.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/redbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.522695,-72.838436 | ||||||||||||||
| 7011 | Camp Lavigne Road Bridge | This skewed bridge is one of a very small number of state design through truss bridges to use a Baltimore truss configuration. The technical description of the main or most noteworthy span of the bridge is a 133 ft (40.54 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Unknown. | 41.246249 | -76.377501 | PA-4049 (Camp Lavigne Road) | Fishing Creek | Rural | Columbia County, Pennsylvania | Pennsylvania | United States | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1934 | 2006 | Unknown | 6 | 7 | 133 | 40.54 | 138 | 42.06 | 23 | 7.01 | https://historicbridges.org/pennsylvania/pa4049bridge/little_pa4049bridge_3955_small.jpg | https://historicbridges.org/pennsylvania/pa4049bridge/little_pa4049bridge_3955.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pa4049bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.246249,-76.377501 | ||||||||||||||
| 7012 | Charles Anderson Memorial Bridge | This massive deck truss bridge is one of the few surviving patented Wichert truss bridges in existence. The technical description of the main or most noteworthy span of the bridge is a 360 ft (109.73 m) metal continuous rivet-connected Wichert deck truss, fixed. The bridge was primarily built by Fort Pitt Bridge Works of Pittsburgh, Pennsylvania. The bridge was primarily designed by Pittsburgh Department of Public Works. | 40.434480 | -79.950060 | Boulevard of the Allies | Four Mile Run, Junction Hollow Trail, and Railroad (CSX) | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Wichert | Rivet-Connected | Deck | Truss | Fixed | 16 | Continuous | 3 | 0 | 0 | 1938 | 1987 | Fort Pitt Bridge Works of Pittsburgh, Pennsylvania | Pittsburgh Department of Public Works | 8 | 8 | 360 | 109.73 | 780 | 237.74 | 42 | 12.8 | https://historicbridges.org/pennsylvania/charlesandersonmemorialbridge/little_charlesandersonmemorialbridge_8018_small.jpg | https://historicbridges.org/pennsylvania/charlesandersonmemorialbridge/little_charlesandersonmemorialbridge_8018.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/charlesandersonmemorialbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.434480,-79.950060 | ||||||||||||
| 7013 | Nipigon River Railway Bridge | This impressive deck truss is noted for its rare fishbelly deck truss main span. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. | 49.019353 | -88.250535 | Railroad (Canadian Pacific) | Nipigon River, Railroad (Abandoned Canadian National), and Unnamed Road | Rural | Thunder Bay District, Ontario | Ontario | Canada | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 7 | 1 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 0 | 0 | 1905 | 1910 | Unknown | 8 | 8 | 150 | 45.72 | 770 | 234.7 | 0 | 0 | https://historicbridges.org/ontario/nipigonriver/little_ian_0040_small.jpg | https://historicbridges.org/ontario/nipigonriver/little_ian_0040.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/nipigonriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.019353,-88.250535 | ||||||||
| 7014 | G.D.C. Morton Memorial Bridge | This is an extremely rare multi-span example of a pin-connected truss bridge surviving in Ontario. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Central Bridge and Engineering Company of Peterborough, Ontario. The bridge was primarily designed by William H. Law of Peterborough, Ontario. | 44.480020 | -77.313255 | Bridge Street (Brooklyn Road) | Moira River | Tweed | Hastings County, Ontario | Ontario | Canada | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 2 | 0 | 0 | 1898 | 0 | Central Bridge and Engineering Company of Peterborough, Ontario | William H. Law of Peterborough, Ontario | 8 | 9 | 100 | 30.48 | 200 | 60.96 | 14 | 4.27 | https://historicbridges.org/ontario/tweed/little_48322373107_0427450525_o_small.jpg | https://historicbridges.org/ontario/tweed/little_48322373107_0427450525_o.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/tweed/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.480020,-77.313255 | |||||||||||||
| 7015 | Duluth Aerial Lift Bridge | Converted to a lift bridge in 1930, this bridge retains the towers and overhead truss of the only transporter bridge in the United States. The technical description of the main or most noteworthy span of the bridge is a 385.8 ft (117.59 m) metal rivet-connected Pennsylvania through truss, movable: vertical lift. The bridge was primarily built by Unknown. The bridge was primarily designed by Thomas McGilvray of Duluth, Minnesota, Claude Allen Porter Turner of Minneapolis, Minnesota, and Harrington, Howard, and Ash of Kansas City, Missouri. | 46.778970 | -92.092891 | Lake Avenue | Duluth Ship Canal | Duluth | St. Louis County, Minnesota | Minnesota | United States | Metal | Pennsylvania | Rivet-Connected | Through | Truss | Movable: Vertical Lift | 16 | 1 | Concrete | T-Beam | Fixed | 0 | 2 | 1905 | 2011 | Unknown | Thomas McGilvray of Duluth, Minnesota, Claude Allen Porter Turner of Minneapolis, Minnesota, and Harrington, Howard, and Ash of Kansas City, Missouri | 9 | 10 | 385.8 | 117.59 | 501.7 | 152.92 | 24 | 7.32 | https://historicbridges.org/minnesota/duluthlift/little_6d_small.jpg | https://historicbridges.org/minnesota/duluthlift/little_6d.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/duluthlift/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.778970,-92.092891 | ||||||||||
| 7016 | Interstate Bridge (Approach Span) | Originally a large swing bridge over the river, today only one of the fixed approach truss spans remain today. The technical description of the main or most noteworthy span of the bridge is a 325 ft (99.06 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. The bridge was primarily designed by Alfred P. Boller of Philadelphia, Pennsylvania. | 46.750568 | -92.100446 | Pedestrian Walkway | St. Louis River | Duluth | St. Louis County, Minnesota and Douglas County, Wisconsin | Minnesota and Wisconsin | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1897 | 0 | Pennsylvania Steel Company of Steelton, Pennsylvania | Alfred P. Boller of Philadelphia, Pennsylvania | 7 | 8 | 325 | 99.06 | 845 | 257.56 | 0 | 0 | https://historicbridges.org/minnesota/duluthinterstate/little_1_39186748365_25da26506c_o_small.jpg | https://historicbridges.org/minnesota/duluthinterstate/little_1_39186748365_25da26506c_o.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/duluthinterstate/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.750568,-92.100446 | |||||||||||||
| 7017 | ! | Blatnik Bridge | John A. Blatnik Bridge, High Bridge | This bridge is a rare example of a cantilever truss bridge that features a tied arch suspended span. The technical description of the main or most noteworthy span of the bridge is a 600 ft (182.88 m) metal cantilever (arch and suspended deck) rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Howard, Needles, Tammen and Bergendorff of Kansas City, Missouri. | 46.749274 | -92.100994 | I-535 and US-53 | St. Louis Bay | Duluth | St. Louis County, Minnesota and Douglas County, Wisconsin | Minnesota and Wisconsin | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 20 | Cantilever (Arch and Suspended Deck) | 3 | Metal | Deck | Girder | Fixed | 0 | 49 | 1961 | 2013 | American Bridge Company of New York, New York | Howard, Needles, Tammen and Bergendorff of Kansas City, Missouri | 7 | 7 | 600 | 182.88 | 7985 | 2433.83 | 58 | 17.68 | https://historicbridges.org/minnesota/duluthblatnik/little_1_small.jpg | https://historicbridges.org/minnesota/duluthblatnik/little_1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/duluthblatnik/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.749274,-92.100994 | ||||||
| 7018 | Grassy Point Bridge | This railroad bridge is noted for its very large swing span. The technical description of the main or most noteworthy span of the bridge is a 430 ft (131.06 m) metal multiple-type-connected Baltimore through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by American Bridge Company of New York, New York. | 46.728435 | -92.143504 | Railroad (BNSF) | St. Louis River | Superior | Douglas County, Wisconsin and St. Louis County, Minnesota | Minnesota and Wisconsin | United States | Metal | Baltimore | Multiple-Type-Connected | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 0 | 1 | Metal | Through | Girder | Fixed | 0 | 0 | 1912 | 0 | American Bridge Company of New York, New York | 7 | 7 | 430 | 131.06 | 1660 | 505.97 | 0 | 0 | https://historicbridges.org/minnesota/duluthstlouis/little_7663518830_3053e1a713_o_small.jpg | https://historicbridges.org/minnesota/duluthstlouis/little_7663518830_3053e1a713_o.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/duluthstlouis/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.728435,-92.143504 | |||||||||
| 7019 | Upper Pacific Mills Bridge | Moseley Wrought Iron Arch Bridge | This is one of the only surviving patented Thomas Moseley iron arch bridges in existence, and it has been preserved on the grounds of Merrimack College. The technical description of the main or most noteworthy span of the bridge is a 96 ft (29.26 m) metal tied Bowstring through arch, fixed. The bridge was primarily built by Moseley Iron Bridge and Roof Company of Boston, Massachusetts. | 42.669055 | -71.122589 | Pedestrian Walkway | College Pond | North Andover | Essex County, Massachusetts | United States | Metal | Bowstring | Tied | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1864 | 1995 | Moseley Iron Bridge and Roof Company of Boston, Massachusetts | 9 | 10 | 96 | 29.26 | 96 | 29.26 | 18 | 5.49 | https://historicbridges.org/massachusetts/moseley/little_moseley-wrought-iron-arch-bridge-north-andover-massachusetts_12281966525_o_small.jpg | https://historicbridges.org/massachusetts/moseley/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/moseley/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.669055,-71.122589 | ||||||||||||||
| 7020 | Spring Run Bridge | Hidden away on a private farm is this excellent example of a Wrought Iron Bridge Company pony truss. The technical description of the main or most noteworthy span of the bridge is a 35 ft (10.67 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. Special note about bridge location: This bridge is on private property. | 40.958031 | -83.385076 | Private Access | Spring Run | Carey | Wyandot County, Ohio | Ohio | United States | This bridge is on private property. | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 0 | Wrought Iron Bridge Company of Canton, Ohio | 7 | 7 | 35 | 10.67 | 35 | 10.67 | 0 | 0 | https://historicbridges.org/ohio/carey/little_carey_small.jpg | https://historicbridges.org/ohio/carey/little_carey.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/carey/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.958031,-83.385076 | |||||||||||||
| 7021 | ! | Thomas Avenue Bridge | This is a former railroad bridge that was converted for one-lane vehicular use. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 41.988266 | -76.507627 | Thomas Avenue (TR-124 and TR-105) | Cayuta Creek | Sayre | Bradford County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1892 | 0 | Unknown | 7 | 7 | 160 | 48.77 | 165 | 50.29 | 11.2 | 3.41 | https://historicbridges.org/pennsylvania/sayre/little_marc_sayre30_small.jpg | https://historicbridges.org/pennsylvania/sayre/little_marc_sayre30.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/sayre/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.988266,-76.507627 | |||||||||||||
| 7022 | ! | Saugatuck River Bridge | William F. Cribari Memorial Bridge | Although steel stringers today carry the load of traffic, this bridge retains its extremely early surviving highway swing truss superstructure. The technical description of the main or most noteworthy span of the bridge is a 144 ft (43.89 m) metal pin-connected Pratt through truss, movable: swing, Center Pier. The bridge was primarily built by Union Bridge Company of Athens, Pennsylvania and Buffalo, New York. | 41.122706 | -73.369252 | CT-136 (Bridge Street) | Saugatuck River | Westport | Fairfield County, Connecticut | Connecticut | United States | Metal | Pratt | Pin-Connected | Through | Truss | Movable: Swing | Center Pier | 0 | 1 | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 10 | 1 | 1884 | 1993 | Union Bridge Company of Athens, Pennsylvania and Buffalo, New York | 9 | 9 | 144 | 43.89 | 287 | 87.48 | 19.4 | 5.91 | https://historicbridges.org/connecticut/westportcribaribridge/little_westportcribaribridge_8344_5_6vib_small.jpg | https://historicbridges.org/connecticut/westportcribaribridge/little_westportcribaribridge_8344_5_6vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/westportcribaribridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.122706,-73.369252 | |||||
| 7023 | Yazoo City Swing Bridge | A surprising find in an area that today has no resemblance of a navigable waterway, this long-abandoned bridge is among the oldest highway swing bridges in the country. The technical description of the main or most noteworthy span of the bridge is a 190 ft (57.91 m) metal pin-connected Pratt through truss, movable: swing. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 32.845186 | -90.422234 | Abandoned Road | Yazoo River (Old Channel) | Yazoo City | Yazoo County, Mississippi | Mississippi | United States | Metal | Pratt | Pin-Connected | Through | Truss | Movable: Swing | 0 | 1 | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 0 | 1 | 1882 | 0 | King Bridge Company of Cleveland, Ohio | 9 | 10 | 190 | 57.91 | 275 | 83.82 | 0 | 0 | https://historicbridges.org/mississippi/yazoocity/little_yazoocity_brg_4518_19_20vib_small.jpg | https://historicbridges.org/mississippi/yazoocity/little_yazoocity_brg_4518_19_20vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=mississippi/yazoocity/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.845186,-90.422234 | ||||||||
| 7024 | Norwottuck Rail-Trail Bridge | This is a very large and early rivet-connected lattice through truss bridge, and it has been preserved for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal rivet-connected Lattice (Quadruple Warren) through truss, fixed. The bridge was primarily built by R. F. Hawkins Iron Works of Springfield, Massachusetts. The bridge was primarily designed by G. M. Tompson . | 42.337070 | -72.618630 | Railroad (Norottuck Rail-Trail) | Connecticut River | Northampton and Hadley | Hampshire County, Massachusetts | Massachusetts | United States | Metal | Lattice (Quadruple Warren) | Rivet-Connected | Through | Truss | Fixed | 12 | 8 | 0 | 0 | 1887 | 1997 | R. F. Hawkins Iron Works of Springfield, Massachusetts | G. M. Tompson | 9 | 9 | 175 | 53.34 | 1492 | 454.76 | 0 | 0 | https://historicbridges.org/massachusetts/norwottuckrailtrailbridge/little_norwottuckrailtrailbridge_5929_30_31vib_small.jpg | https://historicbridges.org/massachusetts/norwottuckrailtrailbridge/little_norwottuckrailtrailbridge_5929_30_31vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/norwottuckrailtrailbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.337070,-72.618630 | |||||||||||||
| 7025 | Calvin Coolidge Memorial Bridge | This impressive continuous deck truss is noted for its art deco details. The technical description of the main or most noteworthy span of the bridge is a 296 ft (90.22 m) metal continuous rivet-connected Warren deck truss, fixed. The bridge was primarily built by T. Stuart and Son Company of Harvard, Massachusetts. The bridge was primarily designed by W. and L. Engineering Company of Boston, Massachusetts. | 42.336176 | -72.618069 | MA-9 (Russell Street) | Connecticut River | Northampton and Hadley | Hampshire County, Massachusetts | Massachusetts | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 14 | Continuous | 5 | Pre-Stressed Concrete | Box Beam | Fixed | 0 | 8 | 1937 | 2003 | T. Stuart and Son Company of Harvard, Massachusetts | W. and L. Engineering Company of Boston, Massachusetts | 9 | 9 | 296 | 90.22 | 1441 | 439.22 | 53.2 | 16.22 | https://historicbridges.org/massachusetts/calvincoolidgememorialbridge/little_calvincoolidgememorialbridge_5293_small.jpg | https://historicbridges.org/massachusetts/calvincoolidgememorialbridge/little_calvincoolidgememorialbridge_5293.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/calvincoolidgememorialbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.336176,-72.618069 | |||||||||
| 7026 | Gothic Bridge | Bridge 28, Reservoir Bridge | By far the most unique of the nationally significant cast iron arch bridges of Central Park, this bridge is named after its Gothic style arches. The technical description of the main or most noteworthy span of the bridge is a 15.2 ft (4.63 m) metal (cast iron) hingeless deck arch, fixed. The bridge was primarily built by J. B. & W. W. Cornell Iron Works of New York, New York. The bridge was primarily designed by Calvert Vaux and Jacob Wrey Mould. | 40.788918 | -73.962077 | Pedestrian Walkway | Bridle Path | New York | Manhattan, New York | New York | United States | Metal (Cast Iron) | Hingeless | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1864 | 1981 | J. B. & W. W. Cornell Iron Works of New York, New York | Calvert Vaux and Jacob Wrey Mould | 10 | 10 | 15.2 | 4.63 | 93 | 28.35 | 0 | 0 | https://historicbridges.org/newyork/cpgothicbridge/little_cpgothicbridge_4963_4_5vr_small.jpg | https://historicbridges.org/newyork/cpgothicbridge/little_cpgothicbridge_4963_4_5vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/cpgothicbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.788918,-73.962077 | |||||||||||||
| 7027 | Bow Bridge | Bridge 5 | With its long, graceful span, this is the most famous of the nationally significant cast iron arch bridges in Central Park. The technical description of the main or most noteworthy span of the bridge is a 87 ft (26.52 m) metal (cast iron) hingeless deck arch, fixed. The bridge was primarily built by Janes, Kirtland and Company of New York, New York. The bridge was primarily designed by Calvert Vaux and Jacob Wrey Mould. | 40.775806 | -73.971811 | Pedestrian Walkway | The Lake | New York | Manhattan, New York | New York | United States | Metal (Cast Iron) | Hingeless | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1862 | 1974 | Janes, Kirtland and Company of New York, New York | Calvert Vaux and Jacob Wrey Mould | 10 | 10 | 87 | 26.52 | 142 | 43.28 | 0 | 0 | https://historicbridges.org/newyork/cpbowbridge/little_cpbowbridge_4023_4_5vr_small.jpg | https://historicbridges.org/newyork/cpbowbridge/little_cpbowbridge_4023_4_5vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/cpbowbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.775806,-73.971811 | |||||||||||||
| 7028 | Vischers Ferry Bridge | This nationally significant bridge stands out among all surviving Whipple arch bridges as one that was actually built by Squire Whipple himself. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal (cast iron) Bowstring pony truss, fixed. The bridge was primarily built by Squire Whipple of Albany, New York. The bridge was primarily designed by Squire Whipple. | 42.792726 | -73.795820 | Pedestrian Walkway | Erie Canal (Original Canal) | Rural | Saratoga County, New York | New York | United States | Metal (Cast Iron) | Bowstring | Pony | Truss | Fixed | 7 | 1 | 0 | 0 | 1869 | 1998 | Squire Whipple of Albany, New York | Squire Whipple | 9 | 10 | 75 | 22.86 | 75 | 22.86 | 0 | 0 | https://historicbridges.org/newyork/vischersferrybridge/little_vischersferrybridge_5539_40_41vib_small.jpg | https://historicbridges.org/newyork/vischersferrybridge/little_vischersferrybridge_5539_40_41vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/vischersferrybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.792726,-73.795820 | ||||||||||||||
| 7029 | Johnstown Bridge | Union College Squire Whipple Bridge | This rare cast iron Whipple arch bridge was moved and preserved at the college that famous engineer Squire Whipple attended. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal (cast iron) Bowstring pony truss, fixed. The bridge was primarily built by Shipman and Son of Springield Centre, New York. The bridge was primarily designed by Squire Whipple. | 42.818165 | -73.924143 | Pedestrian Walkway | Hans Groot Kill | Schenectady | Schenectady County, New York | New York | United States | Metal (Cast Iron) | Bowstring | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 1869 | 1979 | Shipman and Son of Springield Centre, New York | Squire Whipple | 9 | 10 | 60 | 18.29 | 60 | 18.29 | 0 | 0 | https://historicbridges.org/newyork/johnstownbridge/little_johnstownbridge_5989_small.jpg | https://historicbridges.org/newyork/johnstownbridge/little_johnstownbridge_5989.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/johnstownbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.818165,-73.924143 | |||||||||||||
| 7030 | Mill Road Bridge | This extremely rare cast iron truss bridge uses the basic design of a Whipple arch, but in the form of a Queenpost pony truss. The technical description of the main or most noteworthy span of the bridge is a 37.7 ft (11.49 m) metal (cast iron) Queenpost pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Squire Whipple. | 42.801232 | -73.910341 | Pedestrian Walkway | Unnamed Creek | Schenectady | Schenectady County, New York | New York | United States | Metal (Cast Iron) | Queenpost | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 1983 | Unknown | Squire Whipple | 9 | 10 | 37.7 | 11.49 | 37.7 | 11.49 | 9.2 | 2.8 | https://historicbridges.org/newyork/millroadbridge/little_millroadbridge_6064_5_6vib_small.jpg | https://historicbridges.org/newyork/millroadbridge/little_millroadbridge_6064_5_6vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/millroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.801232,-73.910341 | ||||||||||||||
| 7031 | Warren Road Bridge | This bridge is one of two unique, highly ornamental bridges built over the Loch Raven Reservoir. The technical description of the main or most noteworthy span of the bridge is a 213 ft (64.92 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. The bridge was primarily designed by John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois). | 39.488608 | -76.609617 | Warren Road | Loch Raven Reservoir (Gunpowder Falls) | Rural | Baltimore County, Maryland | Maryland | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 9 | 3 | 0 | 0 | 1923 | 1994 | Phoenix Bridge Company of Phoenixville, Pennsylvania | John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois) | 8 | 8 | 213 | 64.92 | 640 | 195.07 | 20 | 6.1 | https://historicbridges.org/maryland/lochraven/little_marclochraventruss21_small.jpg | https://historicbridges.org/maryland/lochraven/little_marclochraventruss21.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/lochraven/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.488608,-76.609617 | |||||||||||||
| 7032 | Spring Common Bridge | This bridge is noted for its unusually wide design and having three arch lines to accomodate this. The technical description of the main or most noteworthy span of the bridge is a 269 ft (81.99 m) metal Solid Ribbed through arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Wilbur J. Watson and Associates of Cleveland, Ohio. | 41.102184 | -80.656343 | Spring Common Avenue | Mahoning River, Front Street, and Railroad | Youngstown | Mahoning County, Ohio | Ohio | United States | Metal | Solid Ribbed | Through | Arch | Fixed | 0 | 1 | Metal | Through | Girder | Fixed | 0 | 2 | 1949 | 2008 | Unknown | Wilbur J. Watson and Associates of Cleveland, Ohio | 6 | 6 | 269 | 81.99 | 431 | 131.37 | 82 | 24.99 | https://historicbridges.org/ohio/springcommon/little_5058082a_small.jpg | https://historicbridges.org/ohio/springcommon/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/springcommon/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.102184,-80.656343 | ||||||||||
| 7033 | Freeport Bridge | Donald R. Lobaugh Bridge, Freeport - Garvers Ferry Bridge | This is a later, but very large example of a variable depth continuous deck truss bridge. The technical description of the main or most noteworthy span of the bridge is a 452 ft (137.77 m) metal continuous bolt-connected Warren deck truss, fixed. The bridge was primarily built by Pittsburgh Bridge and Iron Works of Rochester, Pennsylvania and Brayman Construction Company of Gibsonia, Pennsylvania. | 40.668586 | -79.692185 | PA-356 | Allegheny River and Railroad (Norfolk Southern) | Freeport | Westmoreland County, Pennsylvania and Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Bolt-Connected | Deck | Truss | Fixed | 16 | Continuous | 3 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 9 | 1962 | 2013 | Pittsburgh Bridge and Iron Works of Rochester, Pennsylvania and Brayman Construction Company of Gibsonia, Pennsylvania | 6 | 5 | 452 | 137.77 | 2444 | 744.93 | 53.8 | 16.4 | https://historicbridges.org/pennsylvania/freeport/little_freeport1_small.jpg | https://historicbridges.org/pennsylvania/freeport/little_freeport1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/freeport/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.668586,-79.692185 | |||||||||
| 7034 | ! | Commercial Street Bridge | This large concrete arch bridge is configured as two parallel bridges, and is noted for its lack of bracing between arch ribs, giving the bridge an open appearance. The technical description of the main or most noteworthy span of the bridge is a 176 ft (53.64 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Dinardo Incorporated of Pittsburgh, Pennsylvania. The bridge was primarily designed by Richardson, Gordon, and Associates of Pittsburgh, Pennsylvania (George S. Richardson). | 40.425605 | -79.906550 | I-376, US-22, US-30 (Penn Lincoln Parkway / Parkway East) | 9 Mile Run and Commercial Street | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 3 | Concrete | T-Beam | Fixed | 0 | 12 | 1950 | 2007 | Dinardo Incorporated of Pittsburgh, Pennsylvania | Richardson, Gordon, and Associates of Pittsburgh, Pennsylvania (George S. Richardson) | 6 | 6 | 176 | 53.64 | 863 | 263.04 | 0 | 0 | https://historicbridges.org/pennsylvania/commericalstreetviaduct/little_commericalstreetviaduct_8616_7_8vib_small.jpg | https://historicbridges.org/pennsylvania/commericalstreetviaduct/little_commericalstreetviaduct_8616_7_8vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/commericalstreetviaduct/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.425605,-79.906550 | ||||||||||
| 7035 | Pinebank Arch | Bridge 15 | Noted for its shallow arch, this is one of the group of nationally significant cast iron arch bridges in Central Park. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal (cast iron) hingeless deck arch, fixed. The bridge was primarily built by J. B. & W. W. Cornell Iron Works of New York, New York. The bridge was primarily designed by Calvert Vaux and Jacob Wrey Mould. | 40.769223 | -73.978953 | Pedestrian Walkway | Bridle Path | New York | Manhattan, New York | New York | United States | Metal (Cast Iron) | Hingeless | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1861 | 1984 | J. B. & W. W. Cornell Iron Works of New York, New York | Calvert Vaux and Jacob Wrey Mould | 10 | 10 | 60 | 18.29 | 85 | 25.91 | 0 | 0 | https://historicbridges.org/newyork/cppinebankarch/little_cppinebankarch_3507_8_9vr_small.jpg | https://historicbridges.org/newyork/cppinebankarch/little_cppinebankarch_3507_8_9vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/cppinebankarch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.769223,-73.978953 | |||||||||||||
| 7036 | Southeast Reservoir Bridge | Bridge 24, South Gate House Bridge | With its visually striking arch, this is one of the nationally significant cast iron bridges in Central Park. The technical description of the main or most noteworthy span of the bridge is a 33 ft (10.06 m) metal (cast iron) hingeless deck arch, fixed. The bridge was primarily built by J. B. & W. W. Cornell Iron Works of New York, New York. The bridge was primarily designed by Calvert Vaux and Jacob Wrey Mould. | 40.781947 | -73.962696 | Pedestrian Walkway | Bridle Path | New York | Manhattan, New York | New York | United States | Metal (Cast Iron) | Hingeless | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1864 | 2012 | J. B. & W. W. Cornell Iron Works of New York, New York | Calvert Vaux and Jacob Wrey Mould | 10 | 10 | 33 | 10.06 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/cpreservoirbridgesoutheast/little_cpreservoirbridgesoutheast_4323_4_5vr_small.jpg | https://historicbridges.org/newyork/cpreservoirbridgesoutheast/little_cpreservoirbridgesoutheast_4323_4_5vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/cpreservoirbridgesoutheast/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.781947,-73.962696 | |||||||||||||
| 7037 | Southwest Reservoir Bridge | Bridge 27 | This is one of the beautiful and nationally significant cast iron arch bridges in Central Park. The technical description of the main or most noteworthy span of the bridge is a 38.8 ft (11.83 m) metal (cast iron) hingeless deck arch, fixed. The bridge was primarily built by J. B. & W. W. Cornell Iron Works of New York, New York. The bridge was primarily designed by Calvert Vaux and Jacob Wrey Mould. | 40.784464 | -73.966252 | Pedestrian Walkway | Bridle Path | New York | Manhattan, New York | New York | United States | Metal (Cast Iron) | Hingeless | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1864 | 1979 | J. B. & W. W. Cornell Iron Works of New York, New York | Calvert Vaux and Jacob Wrey Mould | 10 | 10 | 38.8 | 11.83 | 73.6 | 22.43 | 0 | 0 | https://historicbridges.org/newyork/cpreservoirbridgesouthwest/little_cpreservoirbridgesouthwest_4777_8_9vib_small.jpg | https://historicbridges.org/newyork/cpreservoirbridgesouthwest/little_cpreservoirbridgesouthwest_4777_8_9vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/cpreservoirbridgesouthwest/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.784464,-73.966252 | |||||||||||||
| 7038 | Terrace Bridge | Bridge 1, Bethesda Terrace Bridge | This unique bridge is so extensively decorated, the underlying superstructure is completely hidden. The technical description of the main or most noteworthy span of the bridge is a 29 ft (8.84 m) metal deck girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Calvert Vaux and Jacob Wrey Mould. | 40.773700 | -73.971090 | Center Drive (Terrace Drive) | Pedestrian Plaza (The Mall) | New York | Manhattan, New York | New York | United States | Metal | Deck | Girder | Fixed | 0 | 1 | 0 | 0 | 1863 | 0 | Unknown | Calvert Vaux and Jacob Wrey Mould | 8 | 8 | 29 | 8.84 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/cpbethesdaterrace/little_cpbethesdaterrace_3621_2_3vr_small.jpg | https://historicbridges.org/newyork/cpbethesdaterrace/little_cpbethesdaterrace_3621_2_3vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/cpbethesdaterrace/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.773700,-73.971090 | ||||||||||||||
| 7039 | Greywacke Arch | Bridge 23 | This bridge is noted for its unique Saracenic pointed arch shape. The technical description of the main or most noteworthy span of the bridge is a 18.25 ft (5.56 m) stone and brick deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Calvert Vaux and Jacob Wrey Mould. | 40.779079 | -73.965557 | East Drive | Pedestrian Walkway | New York | Manhattan, New York | New York | United States | Stone and Brick | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1862 | 1985 | Unknown | Calvert Vaux and Jacob Wrey Mould | 7 | 7 | 18.25 | 5.56 | 31 | 9.45 | 0 | 0 | https://historicbridges.org/newyork/cpgreywackearch/little_cpgreywackearch_4242_3_4vr_small.jpg | https://historicbridges.org/newyork/cpgreywackearch/little_cpgreywackearch_4242_3_4vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/cpgreywackearch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.779079,-73.965557 | ||||||||||||||
| 7040 | Greyshot Arch | Bridge 13 | This bridge is one of many attractive stone arch bridges found in Central Park. The technical description of the main or most noteworthy span of the bridge is a 30.5 ft (9.3 m) stone and brick Elliptical deck arch, fixed. The bridge was primarily designed by Calvert Vaux and Jacob Wrey Mould. | 40.769257 | -73.979901 | West Drive | Pedestrian Walkway | New York | Manhattan, New York | New York | United States | Stone and Brick | Elliptical | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1862 | 0 | Calvert Vaux and Jacob Wrey Mould | 7 | 7 | 30.5 | 9.3 | 100 | 30.48 | 44.3 | 13.5 | https://historicbridges.org/newyork/cpgreyshotarch/little_cpgreyshotarch_3570_1_2vib_small.jpg | https://historicbridges.org/newyork/cpgreyshotarch/little_cpgreyshotarch_3570_1_2vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/cpgreyshotarch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.769257,-73.979901 | ||||||||||||||
| 7041 | Driprock Arch | Bridge 2 | This arch bridge is noted for its prominent use of brick in its design. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) stone and brick Elliptical deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Calvert Vaux and Jacob Wrey Mould. | 40.768518 | -73.975677 | Center Drive | Pedestrian Walkway (Former Bridle Path) | New York | Manhattan, New York | New York | United States | Stone and Brick | Elliptical | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1859 | 0 | Unknown | Calvert Vaux and Jacob Wrey Mould | 7 | 7 | 24 | 7.32 | 79.7 | 24.29 | 0 | 0 | https://historicbridges.org/newyork/cpdriprockarch/little_cpdriprockarch_3153_4_5vr_small.jpg | https://historicbridges.org/newyork/cpdriprockarch/little_cpdriprockarch_3153_4_5vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/cpdriprockarch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.768518,-73.975677 | |||||||||||||
| 7042 | Playmates Arch | Bridge 14 | This arch bridge is noted for using three colors of stone and brick. The technical description of the main or most noteworthy span of the bridge is a 17.6 ft (5.36 m) stone deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Calvert Vaux and Jacob Wrey Mould. | 40.769560 | -73.974827 | Center Drive | Pedestrian Walkway | New York | Manhattan, New York | New York | United States | Stone | Deck | Arch | Fixed | 0 | 1 | Elliptical | 0 | 0 | 1863 | 1989 | Unknown | Calvert Vaux and Jacob Wrey Mould | 7 | 7 | 17.6 | 5.36 | 63 | 19.2 | 0 | 0 | https://historicbridges.org/newyork/cpplaymatesarch/little_cpplaymatesarch_3204_small.jpg | https://historicbridges.org/newyork/cpplaymatesarch/little_cpplaymatesarch_3204.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/cpplaymatesarch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.769560,-73.974827 | |||||||||||||
| 7043 | Gapstow Bridge | Bridge 35 | This bridge is one of the younger stone arch bridges in the park, but remains a historic and beautiful bridge. The technical description of the main or most noteworthy span of the bridge is a 44 ft (13.41 m) stone deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Howard and Caudwell. | 40.766934 | -73.973810 | Pedestrian Walkway | The Pond | New York | Manhattan, New York | New York | United States | Stone | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1896 | 0 | Unknown | Howard and Caudwell | 7 | 5 | 44 | 13.41 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/cpgapstowbridge/little_11171201883_71b14e5fbd_o_small.jpg | https://historicbridges.org/newyork/cpgapstowbridge/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/cpgapstowbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.766934,-73.973810 | ||||||||||||||
| 7044 | Trefoil Arch | This bridge is noted for its unusual arch shape, which occurs only on the southeast side of the bridge. The technical description of the main or most noteworthy span of the bridge is a 15.8 ft (4.82 m) stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Calvert Vaux and Jacob Wrey Mould. | 40.774522 | -73.968884 | East Drive | Pedestrian Walkway | New York | Manhattan, New York | New York | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1862 | 1985 | Unknown | Calvert Vaux and Jacob Wrey Mould | 7 | 7 | 15.8 | 4.82 | 110 | 33.53 | 33 | 10.06 | https://historicbridges.org/newyork/cptrefoilarch/little_1_1_small.jpg | https://historicbridges.org/newyork/cptrefoilarch/little_1_1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/cptrefoilarch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.774522,-73.968884 | ||||||||||||||
| 7045 | Pont de Saint-Joseph-de-Beauce | This bridge is noted for its uncommon and large Baltimore truss spans. The technical description of the main or most noteworthy span of the bridge is a 210 ft (64.01 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Phoenix Bridge and Iron Works of Montréal, Québec (Phoenix Bridge Company of Phoenixville, Pennsylvania). | 46.307990 | -70.885360 | QC-276 (Route Lagueux, Rue Martel) | Rivière Chaudière | Saint-Joseph-de-Beauce | Chaudiére-Appalaches, Québec | Québec | Canada | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 16 | 2 | 0 | 0 | 1908 | 0 | Phoenix Bridge and Iron Works of Montréal, Québec (Phoenix Bridge Company of Phoenixville, Pennsylvania) | 7 | 7 | 210 | 64.01 | 420 | 128.02 | 0 | 0 | https://historicbridges.org/quebec/saintjosephdebeauce/little_saintjosephdebeauce_6926_7_8vaa_small.jpg | https://historicbridges.org/quebec/saintjosephdebeauce/little_saintjosephdebeauce_6926_7_8vaa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/saintjosephdebeauce/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.307990,-70.885360 | ||||||||||||||
| 7046 | Pont des Moulins (Moulins Bridge) | This nice looking two span one-lane riveted through truss continues to carry traffic including large trucks. The technical description of the main or most noteworthy span of the bridge is a 135 ft (41.15 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 46.129660 | -72.595200 | QC-226 (Rue Principale) | Rivière Nicolet Sud-Ouest | La Visitation-de-Yamaska | Centre-du-Québec, Québec | Québec | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 8 | 2 | 0 | 0 | 1914 | 0 | Unknown | 7 | 7 | 135 | 41.15 | 280 | 85.34 | 0 | 0 | https://historicbridges.org/quebec/lavisitationdeyamaska/little_lavisitationdeyamaska_4043aa_small.jpg | https://historicbridges.org/quebec/lavisitationdeyamaska/little_lavisitationdeyamaska_4043aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/lavisitationdeyamaska/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.129660,-72.595200 | ||||||||||||||
| 7047 | Pont Av de l'Église (Av de l'Église Bridge) | This unusual bridge is a swing bridge that was cut in half, leaving one of the original two arms crossing the waterway. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected through truss, fixed. The bridge was primarily built by Unknown. | 45.465079 | -73.595782 | Av de l'Église | Canal de Lachine | Montréal | Montréal, Québec | Québec | Canada | Metal | Rivet-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 4 | 100 | 30.48 | 108 | 32.92 | 23 | 7.01 | https://historicbridges.org/quebec/avdeleglise/little_s_2441_small.jpg | https://historicbridges.org/quebec/avdeleglise/little_s_2441.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/avdeleglise/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.465079,-73.595782 | |||||||||||||||
| 7048 | Pont Trahan-Savoie (Trahan-Savoie Bridge) | Le pont d'en haut | This traditional riveted Pratt through truss sits on a concrete substructure, which also has portions of an earlier stone abutment incorporated into it. The technical description of the main or most noteworthy span of the bridge is a 135 ft (41.15 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 46.337940 | -72.435730 | Chemin du Petit-Chenal (Avenue Nicolas Perrot) | Rivière Bécancour | Bécancour | Centre-du-Québec, Québec | Québec | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 8 | 2 | 0 | 0 | 1922 | 0 | Unknown | 7 | 7 | 135 | 41.15 | 280 | 85.34 | 0 | 0 | https://historicbridges.org/quebec/becancour/little_becancour_4850aa_small.jpg | https://historicbridges.org/quebec/becancour/little_becancour_4850aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/becancour/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.337940,-72.435730 | |||||||||||||
| 7049 | Pont de Sainte-Anne (Sainte-Anne Bridge) | This swing bridge with numerous fixed through truss approach spans is the largest and most visually striking bridge in Saguenay-Lac-Saint-Jean. The technical description of the main or most noteworthy span of the bridge is a 367 ft (111.86 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec, Desantis, Gagnon and Tremblay, and Eastern Canada Steel and Iron Works. The bridge was primarily designed by Monsarrat and Pratley of Montréal, Québec (Charles Nicholas Monsarrat and Philip Louis Pratley). | 48.432400 | -71.067970 | Rue Sainte-Anne (Rue Du Pont) | Rivière Saguenay | Saguenay (Chicoutimi) | Saguenay-Lac-Saint-Jean, Québec | Québec | Canada | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 16 | 1 | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 6 | 1933 | 0 | Dominion Bridge Company of Montréal, Québec, Desantis, Gagnon and Tremblay, and Eastern Canada Steel and Iron Works | Monsarrat and Pratley of Montréal, Québec (Charles Nicholas Monsarrat and Philip Louis Pratley) | 9 | 10 | 367 | 111.86 | 1496 | 455.98 | 0 | 0 | https://historicbridges.org/quebec/pontdesainteanne/little_pontdesainteanne_6005aa_small.jpg | https://historicbridges.org/quebec/pontdesainteanne/little_pontdesainteanne_5897aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/pontdesainteanne/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.432400,-71.067970 | |||||||
| 7050 | Pont de Saint-Casimir (Saint-Casimir Bridge) | Leading directly to a beautiful historic church in the center of town, this is a rare small-scale Baltimore truss bridge that retains good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Gauthier et Julien of Portneuf Station, Quebec. | 46.655520 | -72.138760 | QC-354 (Rue Notre Dame) | Rivière Sainte-Anne | Saint-Casimir | Capitale-Nationale, Québec | Québec | Canada | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 12 | 2 | 0 | 0 | 1932 | 0 | Gauthier et Julien of Portneuf Station, Quebec | 7 | 8 | 160 | 48.77 | 324 | 98.76 | 0 | 0 | https://historicbridges.org/quebec/stcasimir/little_stcasimir_1016aa_small.jpg | https://historicbridges.org/quebec/stcasimir/little_stcasimir_1016aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/stcasimir/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.655520,-72.138760 | ||||||||||||||
| 7051 | Pont Provost (Provost Bridge) | This is a graceful riveted Parker through truss bridge in a tranquil rural setting. The technical description of the main or most noteworthy span of the bridge is a 190 ft (57.91 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. | 45.616970 | -72.622860 | Rue Provost | Rivière Noire | Rural | Montérégie, Québec | Québec | Canada | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 11 | 1 | 0 | 0 | 0 | 0 | Dominion Bridge Company of Montréal, Québec | 7 | 7 | 190 | 57.91 | 190 | 57.91 | 14 | 4.27 | https://historicbridges.org/quebec/rueprovost/little_rueprovost_2078_small.jpg | https://historicbridges.org/quebec/rueprovost/little_rueprovost_2078.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/rueprovost/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.616970,-72.622860 | ||||||||||||||
| 7052 | Pont Gouin (Gouin Bridge) | This traditional Pratt through truss has a large plaque bearing its name on the portal bracing. The technical description of the main or most noteworthy span of the bridge is a 135 ft (41.15 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Tessier et Paquet. | 46.659032 | -72.133053 | Chemin de l'Île Grandbois | Rivière Noire | Saint-Casimir | Capitale-Nationale, Québec | Québec | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 0 | 1 | 0 | 0 | 1911 | 0 | Tessier et Paquet | 7 | 7 | 135 | 41.15 | 135 | 41.15 | 0 | 0 | https://historicbridges.org/quebec/pontgouin/little_pontgouin_0803_4_5vaa_small.jpg | https://historicbridges.org/quebec/pontgouin/little_pontgouin_0803_4_5vaa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/pontgouin/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.659032,-72.133053 | ||||||||||||||
| 7053 | Pont Reed-Seguin (Reed-Seguin Bridge) | This is a notable, two-span Double-Warren through truss bridge in the heart of a historic village. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. | 45.824130 | -73.422620 | Rue Du Pont | Rivière L'Assomption | L'Assomption | Lanaudière, Québec | Québec | Canada | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 12 | 2 | 0 | 0 | 1920 | 0 | Dominion Bridge Company of Montréal, Québec | 8 | 8 | 170 | 51.82 | 350 | 106.68 | 16 | 4.88 | https://historicbridges.org/quebec/pontreedseguin/little_pontreedseguin_6509aa_small.jpg | https://historicbridges.org/quebec/pontreedseguin/little_pontreedseguin_6509aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/pontreedseguin/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.824130,-73.422620 | ||||||||||||||
| 7054 | Jordan Station Railway Bridge | This is a large and impressive multi-span deck truss bridge, and it sits next to the stone piers of the previous bridge at this location. The technical description of the main or most noteworthy span of the bridge is a 115 ft (35.05 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 43.165196 | -79.370422 | Railroad (Canadian National) | 20 Mile Creek (Jordan Harbour) | Lincoln | Niagara Region, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 6 | 8 | 0 | 0 | 0 | 0 | Unknown | 8 | 8 | 115 | 35.05 | 1170 | 356.62 | 0 | 0 | https://historicbridges.org/ontario/jordanharbour/main_small.jpg | https://historicbridges.org/ontario/jordanharbour/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/jordanharbour/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.165196,-79.370422 | ||||||||||||||
| 7055 | Pont Laviolette (Laviolette Bridge) | This massive bridge is the only bridge in between Montréal and Québec City. The technical description of the main or most noteworthy span of the bridge is a 1100 ft (335.28 m) metal cantilever (arch and suspended deck) bolt-connected Warren through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. The bridge was primarily designed by Georges Demers. | 46.307261 | -72.561694 | Autoroute 55 | St. Lawrence River (Fleuve Saint-Laurent) | Trois-Rivières and Bécancour | Mauricie, Québec | Québec | Canada | Metal | Warren | Bolt-Connected | Through | Truss | Fixed | 0 | Cantilever (Arch and Suspended Deck) | 3 | Corrugated Multi-Plate | Warren | Bolt-Connected | Through | Truss | Fixed | 0 | 0 | 1967 | 2007 | Dominion Bridge Company of Montréal, Québec | Georges Demers | 7 | 7 | 1100 | 335.28 | 8881 | 2706.93 | 0 | 0 | https://historicbridges.org/quebec/laviolette/little_1_small.jpg | https://historicbridges.org/quebec/laviolette/little_1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/laviolette/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.307261,-72.561694 | ||||||
| 7057 | ! | Pont de Batiscan (Batiscan Bridge) | This bridge, which may be unique among surviving bridges in the province, contains a tiny single leaf bascule span flanked by impressive through truss approach spans. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal through girder, movable: single leaf bascule, Fixed Trunnion. The bridge was primarily built by MacKinnon Steel Corporation of Sherbrooke, Québec. | 46.520964 | -72.245905 | QC-138 (Rue Principale) | Rivière Batiscan | Batiscan | Mauricie, Québec | Québec | Canada | Metal | Through | Girder | Movable: Single Leaf Bascule | Fixed Trunnion | 0 | 1 | Metal | Pennsylvania | Rivet-Connected | Through | Truss | Fixed | 14 | 6 | 1920 | 0 | MacKinnon Steel Corporation of Sherbrooke, Québec | 8 | 8 | 60 | 18.29 | 1214 | 370.03 | 18 | 5.49 | https://historicbridges.org/quebec/batiscanhighway/little_batiscanhighway_1367aa_small.jpg | https://historicbridges.org/quebec/batiscanhighway/little_batiscanhighway_1367aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/batiscanhighway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.520964,-72.245905 | ||||||||
| 7058 | Pont Ferroviaire de Batiscan (Batiscan Railway Bridge) | This railroad bridge features a plate girder swing span, with slightly larger fixed through truss approach spans at each end. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal through girder, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Unknown. | 46.521953 | -72.256042 | Railroad | Rivière Batiscan | Batiscan | Mauricie, Québec | Québec | Canada | Metal | Through | Girder | Movable: Swing | Rim Bearing Center Pier | 0 | 1 | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 4 | 0 | 0 | Unknown | 8 | 8 | 130 | 39.62 | 790 | 240.79 | 0 | 0 | https://historicbridges.org/quebec/batiscanrail/little_batiscanrail_1736aa_small.jpg | https://historicbridges.org/quebec/batiscanrail/little_batiscanrail_1736aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/batiscanrail/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.521953,-72.256042 | |||||||||
| 7059 | Pont Duplessis (Duplessis Bridge) | This is a very long, low-level deck truss bridge with a complicated history. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal continuous (straight chords) rivet-connected Warren deck truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. The bridge was primarily designed by Dufresne Engineering Company. | 46.358120 | -72.537270 | QC-138 (Boulevard du St. Maurice) | Rivière Saint-Maurice (West Channel) | Trois-Rivières | Mauricie, Québec | Québec | Canada | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 18 | Continuous (Straight Chords) | 8 | 0 | 0 | 1948 | 1953 | Dominion Bridge Company of Montréal, Québec | Dufresne Engineering Company | 6 | 7 | 180 | 54.86 | 1330 | 405.38 | 42 | 12.8 | https://historicbridges.org/quebec/pontduplessis/little_pontduplessis_4379_80_81vaa_small.jpg | https://historicbridges.org/quebec/pontduplessis/little_pontduplessis_4379_80_81vaa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/pontduplessis/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.358120,-72.537270 | ||||||||||||
| 7060 | Pont des Lefebvre (Lefebvre Bridge) | This riveted Pratt through truss crosses a scenic river with rocky edges. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Gauthier et Julien of Portneuf Station, Quebec. | 46.676980 | -72.095440 | Route des Lefebvre | Rivière Sainte-Anne | Saint-Casimir | Capitale-Nationale, Québec | Québec | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1915 | 0 | Gauthier et Julien of Portneuf Station, Quebec | 6 | 6 | 105 | 32 | 110 | 33.53 | 0 | 0 | https://historicbridges.org/quebec/routedeslefebvre/little_routedeslefebvre_0764_5_6raa_small.jpg | https://historicbridges.org/quebec/routedeslefebvre/little_routedeslefebvre_0764_5_6raa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/routedeslefebvre/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.676980,-72.095440 | ||||||||||||||
| 7061 | Pont de l'avenue Lambert (Avenue Lambert Bridge) | This is an attractive Baltimore through truss bridge in a scenic rural setting. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Phoenix Bridge and Iron Works of Montréal, Québec (Phoenix Bridge Company of Phoenixville, Pennsylvania). | 46.258640 | -70.834160 | Avenue Lambert | Rivière Le Bras | Beauceville | Chaudiére-Appalaches, Québec | Québec | Canada | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 16 | 1 | 0 | 0 | 1908 | 0 | Phoenix Bridge and Iron Works of Montréal, Québec (Phoenix Bridge Company of Phoenixville, Pennsylvania) | 7 | 7 | 180 | 54.86 | 180 | 54.86 | 0 | 0 | https://historicbridges.org/quebec/avenuelambert/little_avenuelambert_6707aa_small.jpg | https://historicbridges.org/quebec/avenuelambert/little_avenuelambert_6707aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/avenuelambert/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.258640,-70.834160 | ||||||||||||||
| 7062 | Pont Galipeau (Galipeau Bridge) | This is an excellent example of a double-intersection Warren through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Unknown. | 46.027470 | -72.487980 | Rang Saint-Joachim | Rivière Nicolet Sud-Ouest | Sainte-Brigitte-des-Saults | Centre-du-Québec, Québec | Québec | Canada | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 12 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 160 | 48.77 | 160 | 48.77 | 0 | 0 | https://historicbridges.org/quebec/stebrigittedessaults/little_stebrigittedessaults_4493aa_small.jpg | https://historicbridges.org/quebec/stebrigittedessaults/little_stebrigittedessaults_4493aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/stebrigittedessaults/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.027470,-72.487980 | ||||||||||||||
| 7063 | Pont Galipeault (Galipeault Bridge) | This bridge was built by a notable Québec bridge builder is located on an important historical route, Chemin Du Roy. The technical description of the main or most noteworthy span of the bridge is a 115 ft (35.05 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Gauthier et Julien of Portneuf Station, Quebec. | 46.228330 | -73.016050 | Rue St. Laurent (Chemin Du Roy) | Rivière Maskinongé | Maskinongé | Mauricie, Québec | Québec | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 1927 | 0 | Gauthier et Julien of Portneuf Station, Quebec | 6 | 6 | 115 | 35.05 | 170 | 51.82 | 0 | 0 | https://historicbridges.org/quebec/pontgalipeault/little_pontgalipeault_6113aa_small.jpg | https://historicbridges.org/quebec/pontgalipeault/little_pontgalipeault_6113aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/pontgalipeault/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.228330,-73.016050 | |||||||||||
| 7064 | Pont de la Rivière Maskinongé (Rivière Maskinongé Bridge) | This truss bridge is noted for its v-laced end posts, giving it a more open appearance. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Gauthier et Julien of Portneuf Station, Quebec. | 46.182210 | -73.033490 | Rang de la Rivière Sud-Est | Rivière Maskinongé | Maskinongé | Mauricie, Québec | Québec | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 1926 | 0 | Gauthier et Julien of Portneuf Station, Quebec | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/quebec/maskinonge/little_maskinonge_6479_80_81raa_small.jpg | https://historicbridges.org/quebec/maskinonge/little_maskinonge_6479_80_81raa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/maskinonge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.182210,-73.033490 | |||||||||||
| 7065 | Pont Ferroviaire du Chenal Est de la Rivière Saint-Maurice (East Channel Saint-Maurice River Railway Bridge) | This impressive railway swing bridge remains open for use by trains, but also has a walkway that is legal for the public to walk on. The technical description of the main or most noteworthy span of the bridge is a 255 ft (77.72 m) metal rivet-connected Camelback through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Unknown. | 46.360709 | -72.522647 | Railroad (Quebec Gatineau Railway) | Rivière Saint-Maurice (East Channel) | Trois-Rivières | Mauricie, Québec | Québec | Canada | Metal | Camelback | Rivet-Connected | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 4 | 0 | 0 | Unknown | 8 | 8 | 255 | 77.72 | 0 | 0 | 0 | 0 | https://historicbridges.org/quebec/troisrivieresrail/little_troisrivieresrail_4124_5_6raa_small.jpg | https://historicbridges.org/quebec/troisrivieresrail/little_troisrivieresrail_4124_5_6raa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/troisrivieresrail/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.360709,-72.522647 | |||||||||
| 7066 | Pont Ferroviaire de la Rivière Saint-Maurice (Saint-Maurice River Railway Bridge) | This is a large, multi-span through truss with latticed end posts that remains in use by trains. The technical description of the main or most noteworthy span of the bridge is a 225 ft (68.58 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 46.366473 | -72.555930 | Railroad (Quebec Gatineau Railway) | Rivière Saint-Maurice | Trois-Rivières | Mauricie, Québec | Québec | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 9 | 5 | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | Unknown | 8 | 8 | 225 | 68.58 | 1125 | 342.9 | 0 | 0 | https://historicbridges.org/quebec/troisrivieresrail2/little_troisrivieresrail2_4565_6_7vaa_small.jpg | https://historicbridges.org/quebec/troisrivieresrail2/little_troisrivieresrail2_4565_6_7vaa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/troisrivieresrail2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.366473,-72.555930 | ||||||||||
| 7067 | Pont Ferroviaire de Belœil (Beloeil Railway Bridge) | This large, heavy duty deck truss bridge crosses at the location of the worst rail disaster in Canadian history, involving a previous bridge at this location. The technical description of the main or most noteworthy span of the bridge is a 155 ft (47.24 m) metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. | 45.548100 | -73.210030 | Railroad (Canadian National) | Rivière Richelieu and Rue Richelieu | Belœil and Otterburn Park | Montérégie, Québec | Québec | Canada | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 7 | 6 | Metal | Through | Girder | Fixed | 0 | 3 | 0 | 0 | Unknown | 7 | 7 | 155 | 47.24 | 1170 | 356.62 | 26 | 7.92 | https://historicbridges.org/quebec/beloeil/little_beloeil_9389_90_91vaa_small.jpg | https://historicbridges.org/quebec/beloeil/little_beloeil_9389_90_91vaa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/beloeil/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.548100,-73.210030 | ||||||||||
| 7068 | Pont de Sainte-Martine (Sainte-Martine Bridge) | This extremely rare surviving pin-connected truss bridge carries highway traffic next to a railway bridge, and may have a complicated history. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 45.252450 | -73.799950 | Rue du Pont | Rivière Châteauguay | Sainte-Martine | Montérégie, Québec | Québec | Canada | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 0 | 3 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 110 | 33.53 | 330 | 100.58 | 0 | 0 | https://historicbridges.org/quebec/stemartine/little_stemartine_8102aa_small.jpg | https://historicbridges.org/quebec/stemartine/little_stemartine_8102aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/stemartine/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.252450,-73.799950 | ||||||||||||||
| 7068 | Pont Ferroviaire de Sainte-Martine (Sainte-Martine Railway Bridge) | This girder bridge sits next to a highway bridge on the same substructure and has some unusual design details. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 45.252357 | -73.799981 | Railroad (Rail-Trail) | Rivière Châteauguay | Sainte-Martine | Montérégie, Québec | Québec | Canada | Metal | Through | Girder | Fixed | 0 | 3 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 110 | 33.53 | 330 | 100.58 | 0 | 0 | https://historicbridges.org/quebec/stemartinegirder/little_stemartinegirder_8219_20_21vaa_small.jpg | https://historicbridges.org/quebec/stemartinegirder/little_stemartinegirder_8219_20_21vaa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/stemartinegirder/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.252357,-73.799981 | ||||||||||||||||
| 7069 | Pont Ferroviaire de Coteau (Coteau Railway Bridge) | This very long bridge is actually three bridges separated by two islands. The technical description of the main or most noteworthy span of the bridge is a 355 ft (108.2 m) metal rivet-connected Camelback through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Unknown. | 45.260920 | -74.191250 | Railroad (Canadian National) | St. Lawrence River (Fleuve Saint-Laurent) | Coteau-du-Lac and Salaberry-de-Valleyfield | Montérégie, Québec | Québec | Canada | Metal | Camelback | Rivet-Connected | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 12 | 1 | Metal | Camelback | Rivet-Connected | Through | Truss | Fixed | 8 | 17 | 0 | 0 | Unknown | 7 | 7 | 355 | 108.2 | 3900 | 1188.72 | 0 | 0 | https://historicbridges.org/quebec/lescoteauxriver/little_lescoteauxriver_6392_3_4vaa_small.jpg | https://historicbridges.org/quebec/lescoteauxriver/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/lescoteauxriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.260920,-74.191250 | |||||||
| 7069 | Pont ferroviaire du canal de Soulanges (Soulanges Canal Railway Bridge) | This bridge has strong heritage value in conveying this waterway's former navigational use as a canal. The technical description of the main or most noteworthy span of the bridge is a 185 ft (56.39 m) metal rivet-connected Warren through truss, fixed, Rim Bearing Center Pier. The bridge was primarily built by Unknown. | 45.262642 | -74.197647 | Railroad | Canal de Soulanges | Coteau-du-Lac | Montérégie, Québec | Québec | Canada | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | Rim Bearing Center Pier | 0 | 1 | Concrete | Slab | Fixed | 0 | 0 | 1915 | 0 | Unknown | 7 | 7 | 185 | 56.39 | 333 | 101.5 | 0 | 0 | https://historicbridges.org/quebec/lescoteauxrailcanal/little_lescoteauxrailcanal_6200aa_small.jpg | https://historicbridges.org/quebec/lescoteauxrailcanal/little_lescoteauxrailcanal_6200aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/lescoteauxrailcanal/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.262642,-74.197647 | ||||||||||
| 7072 | Pont de Vallée-Jonction (Vallée-Jonction Bridge) | This is an outstanding, increasingly rare example of a steel through arch bridge in the province. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal tied Solid Ribbed through arch, fixed. The bridge was primarily built by MacKinnon Steel Corporation of Sherbrooke, Québec. | 46.374000 | -70.929210 | QC-112 (Rue du Pont) | Rivière Chaudière | Vallée-Jonction | Chaudiére-Appalaches, Québec | Québec | Canada | Metal | Solid Ribbed | Tied | Through | Arch | Fixed | 7 | 2 | Concrete | T-Beam | Fixed | 0 | 4 | 1939 | 0 | MacKinnon Steel Corporation of Sherbrooke, Québec | 7 | 7 | 140 | 42.67 | 495 | 150.88 | 0 | 0 | https://historicbridges.org/quebec/valleejonctionhighway/little_valleejonctionhighway_7637_8_9vaa_small.jpg | https://historicbridges.org/quebec/valleejonctionhighway/little_valleejonctionhighway_7637_8_9vaa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/valleejonctionhighway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.374000,-70.929210 | |||||||||||
| 7073 | Smooth Rock Falls Bridge | This is an extremely rare surviving example of a continuous through truss bridge in Ontario, and is also extremely unusual for its use of a Pratt style truss configuration. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal bolt-connected Pratt through truss, fixed. The bridge was primarily built by Foundation Company of Canada and N.H Nixon. | 49.276024 | -81.638756 | KH-11 (Trans-Canada Highway) | Mattagami River | Smooth Rock Falls | Cochrane District, Ontario | Ontario | Canada | Metal | Pratt | Bolt-Connected | Through | Truss | Fixed | 10 | 3 | 0 | 0 | 1956 | 0 | Foundation Company of Canada and N.H Nixon | 8 | 9 | 300 | 91.44 | 720 | 219.46 | 0 | 0 | https://historicbridges.org/ontario/smoothrockfalls/little_ian_0078_small.jpg | https://historicbridges.org/ontario/smoothrockfalls/little_ian_0078.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/smoothrockfalls/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.276024,-81.638756 | ||||||||||||||
| 7074 | Harstone Bridge | This massive but narrow pony truss bridge clearly displays its heritage as a former railway bridge. The technical description of the main or most noteworthy span of the bridge is a 107 ft (32.61 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 48.368818 | -89.592770 | Harstone Drive | Kaministiquia River | Rural | Thunder Bay District, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 2 | Metal | Deck | Girder | Fixed | 0 | 0 | 1922 | 0 | Unknown | 7 | 7 | 107 | 32.61 | 368 | 112.17 | 0 | 0 | https://historicbridges.org/ontario/harstonebridge/little_ian_0126_small.jpg | https://historicbridges.org/ontario/harstonebridge/little_ian_0126.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/harstonebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.368818,-89.592770 | ||||||||||
| 7075 | Traverston Bridge | This is a beautiful through truss bridge located in a scenic rural setting. The technical description of the main or most noteworthy span of the bridge is a 115 ft (35.05 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Unknown. | 44.269546 | -80.745525 | Traverston Road | Rocky Saugeen River | West Grey | Grey County, Ontario | Ontario | Canada | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1930 | 1996 | Unknown | 7 | 7 | 115 | 35.05 | 115 | 35.05 | 0 | 0 | https://historicbridges.org/ontario/traverston/little_20200505_152643_small.jpg | https://historicbridges.org/ontario/traverston/little_20200505_152643.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/traverston/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.269546,-80.745525 | ||||||||||||||
| 7076 | M-48 Rudyard Bridge | This bridge is one of a few unusual bridges along this stretch of I-75 noted for their use of built-up riveted steel bents for a substructure. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Alpine Excavating Company of St. Ignace, Michigan and Raff and Dexter of Lansing, Michigan. | 46.230484 | -84.561214 | M-48 (19 Mile Road) | I-75 | Rudyard | Chippewa County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 12 | 0 | 0 | 1962 | 0 | Alpine Excavating Company of St. Ignace, Michigan and Raff and Dexter of Lansing, Michigan | 2 | 3 | 72 | 21.95 | 673 | 205.13 | 25.6 | 7.8 | https://historicbridges.org/michigan/rudyard/little_m480743_small.jpg | https://historicbridges.org/michigan/rudyard/little_m480743.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/rudyard/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.230484,-84.561214 | |||||||||||||||||
| 7078 | Cummings Bridge | This large multi-span concrete open spandrel arch bridge was extensively rehabilitated. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 45.433153 | -75.671370 | Rideau Street and Montreal Road | Rideau River | Ottawa | Ottawa City, Ontario | Ontario | Canada | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 5 | 0 | 0 | 1921 | 0 | Unknown | 6 | 7 | 100 | 30.48 | 700 | 213.36 | 0 | 0 | https://historicbridges.org/ontario/cummings/little_ian_0035_small.jpg | https://historicbridges.org/ontario/cummings/little_ian_0035.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/cummings/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.433153,-75.671370 | |||||||||||||||
| 7079 | Pooley's Bridge | Although very little material from the original bridge remains, this bridge still replicates the appearance of the oldest bridge in Ottawa. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 45.416579 | -75.710839 | Fleet Street | Fleet Street Pumping Station Channel Tail Race | Ottawa | Ottawa City, Ontario | Ontario | Canada | Stone | Segmental | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1873 | 2001 | Unknown | 2 | 2 | 0 | 0 | 100 | 30.48 | 0 | 0 | https://historicbridges.org/ontario/pooleys/little_ian_0156_small.jpg | https://historicbridges.org/ontario/pooleys/little_ian_0156.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/pooleys/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.416579,-75.710839 | |||||||||||||||
| 7080 | Laurier Bridge | This bridge is an early and very unusual surviving example of a riveted steel deck arch in Canada. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal two-hinged Solid Ribbed deck arch, fixed. The bridge was primarily built by Unknown. | 45.422592 | -75.689177 | Laurier Avenue | Rideau Canal, Queen Elizabeth Driveway, Colonel By Drive | Ottawa | Ottawa City, Ontario | Ontario | Canada | Metal | Solid Ribbed | Two-Hinged | Deck | Arch | Fixed | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 0 | 1900 | 2003 | Unknown | 8 | 8 | 80 | 24.38 | 305 | 92.96 | 0 | 0 | https://historicbridges.org/ontario/laurier/little_ian_0002edit_small.jpg | https://historicbridges.org/ontario/laurier/little_ian_0002edit.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/laurier/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.422592,-75.689177 | |||||||||||
| 7081 | Woodstock Railway Bridge | This is a traditionally composed through plate girder railway bridge. The technical description of the main or most noteworthy span of the bridge is a 77 ft (23.47 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 43.145058 | -80.766473 | Railroad (Canadian Pacific) | Thames River | Woodstock | Oxford County, Ontario | Ontario | Canada | Metal | Through | Girder | Fixed | 0 | 4 | 0 | 0 | 0 | 0 | Unknown | 2 | 5 | 77 | 23.47 | 308 | 93.88 | 0 | 0 | https://historicbridges.org/ontario/woodstockthamesrr/little_brg_2416_7_8v_small.jpg | https://historicbridges.org/ontario/woodstockthamesrr/little_brg_2416_7_8v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/woodstockthamesrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.145058,-80.766473 | ||||||||||||||||
| 7082 | Old Finch Avenue Bridge | This is a notable example of a mid-20th century Bailey truss bridge, erected in a time of emergency after a flood. The technical description of the main or most noteworthy span of the bridge is a metal double-truss, single-story Bailey pony truss, fixed. The bridge was primarily built by 2nd Field Engineer Regiment of the Canadian Military Engineers. | 43.825304 | -79.196726 | Old Finch Avenue | Rouge River | Toronto | Toronto City, Ontario | Ontario | Canada | Metal | Bailey | Double-Truss, Single-Story | Pony | Truss | Fixed | 0 | 2 | 0 | 0 | 1954 | 0 | 2nd Field Engineer Regiment of the Canadian Military Engineers | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/finchtoronto/little_finchroad_3960_small.jpg | https://historicbridges.org/ontario/finchtoronto/little_finchroad_3960.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/finchtoronto/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.825304,-79.196726 | ||||||||||||||
| 7083 | Pont Ferroviaire de la Rivière Saint-François (Saint-François River Railway Bridge) | This is a rare example of a pin-connected truss bridge in the province, and is also noted for its handsome stone substructure. The technical description of the main or most noteworthy span of the bridge is a 163 ft (49.68 m) metal pin-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. | 45.674360 | -72.179150 | Railroad (St. Lawrence and Atlantic Railroad) | Rivière Saint-François | Rural | Estrie, Québec | Québec | Canada | Metal | Pratt | Pin-Connected | Deck | Truss | Fixed | 7 | 2 | 0 | 0 | 0 | 0 | Unknown | 8 | 8 | 163 | 49.68 | 318 | 96.93 | 0 | 0 | https://historicbridges.org/quebec/richmondrail/little_richmondrail_4703aa_small.jpg | https://historicbridges.org/quebec/richmondrail/little_richmondrail_4703aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/richmondrail/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.674360,-72.179150 | ||||||||||||||
| 7084 | Pont Ferroviaire de la Rivière Métabetchouane (Métabetchouane River Railway Bridge) | Pont Ferroviaire de Desbiens (Desbiens Railway Bridge) | This two span through truss crosses a scenic waterway and rests on impressive stone abutments and pier. The technical description of the main or most noteworthy span of the bridge is a 205 ft (62.48 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Canadian Bridge Company of Walkerville, Ontario. | 48.420810 | -71.965600 | Railroad (Canadian National) | Rivière Métabetchouane | Desbiens | Saguenay-Lac-Saint-Jean, Québec | Québec | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 8 | 2 | 0 | 0 | 0 | 0 | Canadian Bridge Company of Walkerville, Ontario | 7 | 8 | 205 | 62.48 | 415 | 126.49 | 0 | 0 | https://historicbridges.org/quebec/desbiens/little_desbiens_9752_3_4vaa_small.jpg | https://historicbridges.org/quebec/desbiens/little_desbiens_9752_3_4vaa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/desbiens/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.420810,-71.965600 | |||||||||||||
| 7084 | Pont Ferroviaire de la Belle Rivière (Belle River Railway Bridge) | Pont Ferroviaire de Saint-Gédéon (Saint-Gédéon Railway Bridge) | This single span through truss flanked by deck plate girder spans crosses a scenic waterway and rests on impressive stone abutments and piers. The technical description of the main or most noteworthy span of the bridge is a 155 ft (47.24 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Canadian Bridge Company of Walkerville, Ontario. | 48.480776 | -71.793606 | Railroad (Canadian National) | Belle Rivière | Saint-Gédéon | Saguenay-Lac-Saint-Jean, Québec | Québec | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Deck | Girder | Fixed | 0 | 2 | 0 | 0 | Canadian Bridge Company of Walkerville, Ontario | 7 | 7 | 155 | 47.24 | 270 | 82.3 | 0 | 0 | https://historicbridges.org/quebec/saintgedeon/little_saintgedeon_0035_6_7vaa_small.jpg | https://historicbridges.org/quebec/saintgedeon/little_saintgedeon_0035_6_7vaa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/saintgedeon/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.480776,-71.793606 | |||||||||
| 7085 | Columbia Parkway Viaduct | This impressive continuous deck truss carries Columbia Parkway over several streets. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) metal continuous rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by City of Cincinnati. | 39.103444 | -84.501090 | Columbia Parkway | I-174 and Various Streets | Cincinnati | Hamilton County, Ohio | Ohio | United States | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 12 | Continuous | 7 | Metal | Deck | Girder | Fixed | 0 | 10 | 1938 | 1997 | Unknown | City of Cincinnati | 7 | 8 | 170 | 51.82 | 1659 | 505.66 | 56 | 17.07 | https://historicbridges.org/ohio/columbiaparkwaybridge/little_img_20190922_110444_small.jpg | https://historicbridges.org/ohio/columbiaparkwaybridge/little_img_20190922_110444.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/columbiaparkwaybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.103444,-84.501090 | ||||||||
| 7086 | Greenlawn Cemetery Bridge | One of the oldest stringer bridges in Ohio, this is also highly significant for its elaborate ornamental details. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Fritz-Rumer-Cooke Company of Columbus, Ohio. | 39.937053 | -83.035472 | Cemetery Drive | Cemetery Drive | Columbus | Franklin County, Ohio | Ohio | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 0 | 0 | 1898 | 2003 | Fritz-Rumer-Cooke Company of Columbus, Ohio | 8 | 8 | 0 | 0 | 50 | 15.24 | 0 | 0 | https://historicbridges.org/ohio/greenlawncemeterybridge/little_img_20190922_165508_small.jpg | https://historicbridges.org/ohio/greenlawncemeterybridge/little_img_20190922_165508.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/greenlawncemeterybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.937053,-83.035472 | |||||||||||||||||
| 7087 | Massillon Railroad Bridge | This unique bridge is noted for its curved span arrangement and for its extremely heavy skew. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by E. J. Albrecht Company of Chicago, Illinois and Mount Vernon Bridge Company of Mount Vernon, Ohio. | 40.791964 | -81.526095 | Railroad (R.J. Corman Railroad, Former Pennsylvania Railroad) | Tuscarawas River | Massillon | Stark County, Ohio | Ohio | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 8 | 3 | 0 | 0 | 1947 | 0 | E. J. Albrecht Company of Chicago, Illinois and Mount Vernon Bridge Company of Mount Vernon, Ohio | 7 | 7 | 200 | 60.96 | 595 | 181.36 | 30 | 9.14 | https://historicbridges.org/ohio/massillonrailroadbridge/little_massillonrailroadbridge_4129_30_31vib_small.jpg | https://historicbridges.org/ohio/massillonrailroadbridge/little_massillonrailroadbridge_4129_30_31vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/massillonrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.791964,-81.526095 | ||||||||||||||
| 7088 | Pumphouse Road Bridge | Old Reid Park Bridge | This bridge with its unique ornamental details is the only known surviving example of a bridge built by this small Ohio bridge builder. The technical description of the main or most noteworthy span of the bridge is a 103 ft (31.39 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Rogers Iron Company of Springfield, Ohio. | 39.941120 | -83.758480 | Pumphouse Road (Buck Creek Trail) | Beaver Creek | Springfield | Clark County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1905 | 1967 | Rogers Iron Company of Springfield, Ohio | 6 | 8 | 103 | 31.39 | 107 | 32.61 | 16 | 4.88 | https://historicbridges.org/ohio/oldpumphousebridge/little_oldpumphousebridge_1585_6_7vr_small.jpg | https://historicbridges.org/ohio/oldpumphousebridge/little_oldpumphousebridge_1585_6_7vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/oldpumphousebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.941120,-83.758480 | |||||||||||||
| 7089 | Mark Road Bridge | This bridge has been nicely rehabilitated and remains open to traffic today and a good example of a Wrought Iron Bridge Company truss bridge. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 39.486955 | -83.472973 | Mark Road (TR-54) | Sugar Creek | Rural | Fayette County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1883 | 2007 | Wrought Iron Bridge Company of Canton, Ohio | 7 | 7 | 105 | 32 | 108 | 32.92 | 13.5 | 4.11 | https://historicbridges.org/ohio/markroadbridge/little_img_20190922_145321_1_small.jpg | https://historicbridges.org/ohio/markroadbridge/little_img_20190922_145321_1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/markroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.486955,-83.472973 | ||||||||||||||
| 7090 | TX-6 Brazos River Bridge | This bridge features a combination of continuous and simple spans, but was designed to look continuous throughout. The technical description of the main or most noteworthy span of the bridge is a 128 ft (39.01 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Virginia Bridge and Iron Company of Roanoke, Virginia and Oran Speer of Alvord, Texas. | 33.500385 | -99.802004 | TX-6 | Brazos River | Rural | Knox County, Texas | Texas | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 3 | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 4 | 7 | 1939 | 0 | Virginia Bridge and Iron Company of Roanoke, Virginia and Oran Speer of Alvord, Texas | 7 | 7 | 128 | 39.01 | 755 | 230.12 | 24 | 7.32 | https://historicbridges.org/texas/tx6brazosriverbridge/little_tx6brazosriverbridge_2860_small.jpg | https://historicbridges.org/texas/tx6brazosriverbridge/little_tx6brazosriverbridge_2860.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/tx6brazosriverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.500385,-99.802004 | ||||||||
| 7091 | Capitol Avenue Bridge | This bridge is noted for its unusually immense level of ornamentation and decoration for a concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 96 ft (29.26 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Cleary-Kuert Construction Company of Indianapolis, Indiana. The bridge was primarily designed by George Edward Kessler. | 39.802313 | -86.161257 | Capitol Avenue | Fall Creek | Indianapolis | Marion County, Indiana | Indiana | United States | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1911 | 2017 | Cleary-Kuert Construction Company of Indianapolis, Indiana | George Edward Kessler | 7 | 7 | 96 | 29.26 | 260 | 79.25 | 46 | 14.02 | https://historicbridges.org/indiana/fallcreekcapitolavenue/little_fallcreekcapitolavenue_2562_small.jpg | https://historicbridges.org/indiana/fallcreekcapitolavenue/little_fallcreekcapitolavenue_2562.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/fallcreekcapitolavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.802313,-86.161257 | ||||||||||||||
| 7092 | Meridian Street Bridge | Joseph W. Summers Memorial Bridge | This bridge is richly decorated with numerous ornamental details, a testament to the fact that a famous architect designed it. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Dunn McCarthy Company. The bridge was primarily designed by George Edward Kessler. | 39.803471 | -86.156623 | Meridian Street | Fall Creek | Indianapolis | Marion County, Indiana | Indiana | United States | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1917 | 2012 | Dunn McCarthy Company | George Edward Kessler | 7 | 7 | 100 | 30.48 | 324 | 98.76 | 56 | 17.07 | https://historicbridges.org/indiana/fallcreekmeridianstreet/little_fallcreekmeridianstreet_2178_small.jpg | https://historicbridges.org/indiana/fallcreekmeridianstreet/little_fallcreekmeridianstreet_2178.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/fallcreekmeridianstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.803471,-86.156623 | |||||||||||||
| 7093 | Central Avenue Bridge | This modern bridge is not historic, but it reused some of the stone from the previous 1900 historic bridge, and displays a similar railing and spandrel appearance. The technical description of the main or most noteworthy span of the bridge is a 76 ft (23.16 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Gansburg, Roney and Heywood. | 39.805600 | -86.149570 | Central Avenue | Fall Creek | Indianapolis | Marion County, Indiana | Indiana | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 2018 | 0 | Gansburg, Roney and Heywood | 0 | 0 | 76 | 23.16 | 216 | 65.84 | 38.4 | 11.7 | https://historicbridges.org/indiana/fallcreekcentralavenuemodernbridge/little_fallcreekcentralavenuemodernbridge_1836_small.jpg | https://historicbridges.org/indiana/fallcreekcentralavenuemodernbridge/little_fallcreekcentralavenuemodernbridge_1836.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/fallcreekcentralavenuemodernbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.805600,-86.149570 | |||||||||||||||
| 7094 | Senate Avenue Bridge | This is one of an impressive, large group of surviving concrete arch bridges in the city. The technical description of the main or most noteworthy span of the bridge is a 109.6 ft (33.41 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 39.797078 | -86.163579 | Senate Avenue (Boulevard Place) | Fall Creek | Indianapolis | Marion County, Indiana | Indiana | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1920 | 0 | Unknown | 6 | 6 | 109.6 | 33.41 | 295 | 89.92 | 38.4 | 11.7 | https://historicbridges.org/indiana/fallcreeksenateavenue/little_img_20190921_130212_small.jpg | https://historicbridges.org/indiana/fallcreeksenateavenue/little_img_20190921_130212.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/fallcreeksenateavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.797078,-86.163579 | |||||||||||||||
| 7095 | 16th Street Bridge | This is one of a large number of surviving historic concrete arch bridges in Indianapolis. The technical description of the main or most noteworthy span of the bridge is a 76.4 ft (23.29 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by E. F. Smith. The bridge was primarily designed by Indiana State Highway Commission. | 39.788733 | -86.177487 | 16th Street | Fall Creek | Indianapolis | Marion County, Indiana | Indiana | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 4 | 0 | 0 | 1934 | 2005 | E. F. Smith | Indiana State Highway Commission | 5 | 4 | 76.4 | 23.29 | 305 | 92.96 | 46.3 | 14.11 | https://historicbridges.org/indiana/fallcreek16thstreetbridge/little_img_20190921_133505_small.jpg | https://historicbridges.org/indiana/fallcreek16thstreetbridge/little_img_20190921_133505.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/fallcreek16thstreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.788733,-86.177487 | ||||||||||||||
| 7096 | Fall Creek Aqueduct | This is an extremely rare and visually stunning example of an aqueduct bridge in Indiana. The technical description of the main or most noteworthy span of the bridge is a concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 39.798309 | -86.177186 | IWC Canal (Indiana Central Canal) | Fall Creek | Indianapolis | Marion County, Indiana | Indiana | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 4 | 0 | 0 | 1904 | 0 | Unknown | 7 | 9 | 0 | 0 | 312 | 95.1 | 0 | 0 | https://historicbridges.org/indiana/fallcreekaqueduct/little_img_20190921_131907_small.jpg | https://historicbridges.org/indiana/fallcreekaqueduct/little_img_20190921_131907.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/fallcreekaqueduct/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.798309,-86.177186 | |||||||||||||||
| 7097 | Crown Hill Cemetery Bridge | The Subway Underpass | This richly ornamented bridge crossing a cemetery road not only functions as a grade separation, ensuring privacy for cemetery visitors, it is also a visual centerpiece landmark. The technical description of the main or most noteworthy span of the bridge is a 52 ft (15.85 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Edward Strathmann and Company and . The bridge was primarily designed by D. A. Bohlen and Son. | 39.824795 | -86.173008 | 38th Street | Cemetery Drive | Indianapolis | Marion County, Indiana | Indiana | United States | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1927 | 0 | Edward Strathmann and Company and | D. A. Bohlen and Son | 7 | 7 | 52 | 15.85 | 0 | 0 | 0 | 0 | https://historicbridges.org/indiana/crownhillcemetery/little_img_20190921_110941_small.jpg | https://historicbridges.org/indiana/crownhillcemetery/little_img_20190921_110941.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/crownhillcemetery/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.824795,-86.173008 | |||||||||||||
| 7098 | 39th Street Bridge | Already a rare bridge type, demolition elsewhere in the city has made this one of the last surviving Melan arch bridges in Indiana. The technical description of the main or most noteworthy span of the bridge is a 89 ft (27.13 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Marion County Construction Company. The bridge was primarily designed by Henry W. Klaussman. | 39.827052 | -86.129362 | 39th Street (Pedestrian Walkway) | Fall Creek | Indianapolis | Marion County, Indiana | Indiana | United States | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1905 | 2009 | Marion County Construction Company | Henry W. Klaussman | 8 | 9 | 89 | 27.13 | 228 | 69.49 | 21.7 | 6.61 | https://historicbridges.org/indiana/fallcreek39thstreetbridge/little_img_20190921_104947_small.jpg | https://historicbridges.org/indiana/fallcreek39thstreetbridge/little_img_20190921_104947.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/fallcreek39thstreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.827052,-86.129362 | ||||||||||||||
| 7099 | Main Street Bridge | Carole Lombard Memorial Bridge | This is one of several bridges in the city designed by A. W. Grosvenor who was known for using Melan reinforcing as he did in this bridge. The technical description of the main or most noteworthy span of the bridge is a 104 ft (31.7 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Herman Tapp Construction Company of Fort Wayne, Indiana. The bridge was primarily designed by Asa Waters Grosvenor of Fort Wayne, Indiana. | 41.078542 | -85.154483 | Main Street | St. Marys River | Fort Wayne | Allen County, Indiana | Indiana | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1921 | 1997 | Herman Tapp Construction Company of Fort Wayne, Indiana | Asa Waters Grosvenor of Fort Wayne, Indiana | 7 | 7 | 104 | 31.7 | 304 | 92.66 | 40 | 12.19 | https://historicbridges.org/indiana/fortwaynemainstreetbridge/little_fortwaynemainstreetbridge_8304_small.jpg | https://historicbridges.org/indiana/fortwaynemainstreetbridge/little_fortwaynemainstreetbridge_8304.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/fortwaynemainstreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.078542,-85.154483 | |||||||||||||
| 7100 | Hibbs Bridge | Kennedy Crossing, Blue Bridge, Fountain County Bridge 7 | This relocated and preserved historic bridge is noted for its early use of bolted connections and its lightweight Parker truss design. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal bolt-connected Parker through truss, fixed. The bridge was primarily built by Attica Bridge Company of Attica, Indiana. | 40.106805 | -85.672809 | White River Trail | West Fork White River | Anderson | Madison County, Indiana | Indiana | United States | Metal | Parker | Bolt-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1903 | 0 | Attica Bridge Company of Attica, Indiana | 7 | 8 | 150 | 45.72 | 152 | 46.33 | 13.4 | 4.08 | https://historicbridges.org/indiana/hibbsbridge/little_hibbsbridge_0261_small.jpg | https://historicbridges.org/indiana/hibbsbridge/little_hibbsbridge_0261.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/hibbsbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.106805,-85.672809 | |||||||||||||
| 7101 | Pont de Métabetchouan (Métabetchouan Bridge) | This traditionally composed riveted Pratt through truss bridge remains in good condition. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. | 48.432005 | -71.868070 | Rue Saint André | Rivière Couchepaganiche | Métabetchouan | Saguenay-Lac-Saint-Jean, Québec | Québec | Canada | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 0 | 0 | Dominion Bridge Company of Montréal, Québec | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/quebec/metabetchouan/photosneeded_small.jpg | https://historicbridges.org/quebec/metabetchouan/photosneeded.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/metabetchouan/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.432005,-71.868070 | ||||||||||||||
| 7102 | Eagle Creek Railroad Bridge | A bridge of contrasts, this bridge features a pin-connected through truss span that appears to be very old, plus a newer looking riveted pony truss span. The technical description of the main or most noteworthy span of the bridge is a 113 ft (34.44 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 39.737298 | -86.196649 | Railroad (CSX) | Eagle Creek | Indianapolis | Marion County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 6 | 1 | 0 | 0 | Unknown | 7 | 8 | 113 | 34.44 | 222 | 67.67 | 0 | 0 | https://historicbridges.org/indiana/indianapoliseaglecreekrailroadbridge/little_img_20190921_142606_small.jpg | https://historicbridges.org/indiana/indianapoliseaglecreekrailroadbridge/little_img_20190921_142606.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/indianapoliseaglecreekrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.737298,-86.196649 | ||||||||
| 7103 | White River Railroad Bridge | This is a very early surviving metal truss railroad bridge and was built by the famous Keystone Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Keystone Bridge Company of Pittsburgh, Pennsylvania. | 39.784985 | -86.187525 | Railroad (CSX) | White River | Indianapolis | Marion County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 3 | 0 | 0 | 1886 | 0 | Keystone Bridge Company of Pittsburgh, Pennsylvania | 8 | 8 | 125 | 38.1 | 375 | 114.3 | 0 | 0 | https://historicbridges.org/indiana/indianapoliswhiteriverrailroadbridge/little_indianapoliswhiteriverrailroadbridge_2961_small.jpg | https://historicbridges.org/indiana/indianapoliswhiteriverrailroadbridge/little_indianapoliswhiteriverrailroadbridge_2961.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/indianapoliswhiteriverrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.784985,-86.187525 | ||||||||||||||
| 7104 | Delaware Street Bridge | Marion County Bridge 1805 | This is an unaltered and traditionally composed example of a concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 89.6 ft (27.31 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by M. E. White Company of Chicago, Illinois. | 39.805568 | -86.153087 | Delaware Street | Fall Creek | Indianapolis | Marion County, Indiana | Indiana | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1924 | 0 | M. E. White Company of Chicago, Illinois | 6 | 6 | 89.6 | 27.31 | 260 | 79.25 | 59.7 | 18.2 | https://historicbridges.org/indiana/fallcreekdelawarestreet/little_img_20190921_120831_small.jpg | https://historicbridges.org/indiana/fallcreekdelawarestreet/little_img_20190921_120831.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/fallcreekdelawarestreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.805568,-86.153087 | ||||||||||||||
| 7105 | College Avenue Bridge | This is a large and extremely rare stone arch bridge with a heavy skew, achieved on this bridge via offset of stones. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) stone Elliptical deck arch, fixed. The bridge was primarily built by W. M. Fife and Son and H. C. Adams. The bridge was primarily designed by H. W. Klausmann. | 39.807512 | -86.144794 | College Avenue | Fall Creek | Indianapolis | Marion County, Indiana | Indiana | United States | Stone | Elliptical | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1905 | 1997 | W. M. Fife and Son and H. C. Adams | H. W. Klausmann | 7 | 7 | 80 | 24.38 | 242 | 73.76 | 40.4 | 12.31 | https://historicbridges.org/indiana/fallcreekcollegeavenue/little_img_20190921_114842_small.jpg | https://historicbridges.org/indiana/fallcreekcollegeavenue/little_img_20190921_114842.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/fallcreekcollegeavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.807512,-86.144794 | ||||||||||||||
| 7106 | Illinois Street Bridge | Marion County Bridge 2502 | This modern bridge is not historic, but it reused some of the stone from the previous 1899 historic Melan concrete arch bridge, and displays a similar railing and spandrel appearance. The technical description of the main or most noteworthy span of the bridge is a 83.3 ft (25.39 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Hoosier Bridge Company. The bridge was primarily designed by Melan Arch Construction Company. | 39.802638 | -86.158996 | Illinois Street | Fall Creek | Indianapolis | Marion County, Indiana | Indiana | United States | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 2013 | 0 | Hoosier Bridge Company | Melan Arch Construction Company | 0 | 0 | 83.3 | 25.39 | 237.8 | 72.48 | 40 | 12.19 | https://historicbridges.org/indiana/fallcreekillinoisstreetmodernbridge/little_fallcreekillinoisstreetmodernbridge_2574_small.jpg | https://historicbridges.org/indiana/fallcreekillinoisstreetmodernbridge/little_fallcreekillinoisstreetmodernbridge_2574.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/fallcreekillinoisstreetmodernbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.802638,-86.158996 | |||||||||||||
| 7107 | Monon Trail Bridge | Fall Creek Railroad Bridge | Converted and preserved for pedestrian use, this bridge is noted for its combination of span types, and uncommon Double-Warren truss main span. The technical description of the main or most noteworthy span of the bridge is a 126 ft (38.4 m) rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by American Bridge Works of Chicago, Illinois and Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. | 39.820357 | -86.136667 | Railroad (Monon Trail Rail-Trail) | Fall Creek | Indianapolis | Marion County, Indiana | Indiana | United States | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | Metal | Pratt | Rivet-Connected | Pony | Truss | 8 | 1 | 1892 | 1914 | American Bridge Works of Chicago, Illinois and Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin | 7 | 7 | 126 | 38.4 | 227 | 69.19 | 11.5 | 3.51 | https://historicbridges.org/indiana/fallcreekrailroadbridge/little_fallcreekrailroadbridge_1017_8_9vib_small.jpg | https://historicbridges.org/indiana/fallcreekrailroadbridge/little_fallcreekrailroadbridge_1017_8_9vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/fallcreekrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.820357,-86.136667 | |||||||||
| 7108 | Cooper Bridge | Putnam County Bridge 187 | This relocated, former National Road bridge is noted as a rare surviving example of a bridge built by the St. Louis Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 112.2 ft (34.2 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by St. Louis Bridge and Iron Company of St. Louis, Missouri. | 39.580694 | -86.845771 | CR-25 East | Deer Creek | Rural | Putnam County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1891 | 1927 | St. Louis Bridge and Iron Company of St. Louis, Missouri | 7 | 8 | 112.2 | 34.2 | 116.5 | 35.51 | 15.7 | 4.79 | https://historicbridges.org/indiana/cooperironbridge/little_cooperironbridge_5537_8_9v_small.jpg | https://historicbridges.org/indiana/cooperironbridge/little_cooperironbridge_5537_8_9v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/cooperironbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.580694,-86.845771 | |||||||||||||
| 7109 | Rondo Road Bridges | This bridge is noted for its use of an uncommon Michigan State Highway Department railing, and for crossing the highway via two bridges. The technical description of the main or most noteworthy span of the bridge is a 72.8 ft (22.19 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Holloway Construction Company of Livonia and Wixom, Michigan, E. C. Nolan and Son of Detroit, Michigan, and Others. | 45.316702 | -84.595806 | Rondo Road | I-75 | Rural | Cheboygan County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 0 | 0 | 1962 | 0 | Holloway Construction Company of Livonia and Wixom, Michigan, E. C. Nolan and Son of Detroit, Michigan, and Others | 2 | 3 | 72.8 | 22.19 | 217 | 66.14 | 24 | 7.32 | https://historicbridges.org/michigan/rondo75/little_rondosouth75_3745_small.jpg | https://historicbridges.org/michigan/rondo75/little_rondosouth75_3745.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/rondo75/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.316702,-84.595806 | |||||||||||||||||
| 7110 | Clover Ford Bridge | Blue River Park Bridge, Shelby County Bridge 13 | This outstanding King Bridge Company Pratt truss bridge was carefully restored and relocated to a park setting for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 93.3 ft (28.44 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 39.526450 | -85.753140 | Pedestrian Walkway | Park Lagoon | Shelbyville | Shelby County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1889 | 2019 | King Bridge Company of Cleveland, Ohio | 7 | 7 | 93.3 | 28.44 | 93.3 | 28.44 | 12.7 | 3.87 | https://historicbridges.org/indiana/cloverfordbridge/little_img_20190921_165416_small.jpg | https://historicbridges.org/indiana/cloverfordbridge/little_img_20190921_165416.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/cloverfordbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.526450,-85.753140 | |||||||||||||
| 7111 | Heckel Road Bridge | Vanderburgh County Bridge 76 | This bridge is one of only a few known surviving bridges nationwide by the Columbus Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Columbus Bridge Company of Columbus, Ohio. | 38.034972 | -87.483214 | Heckel Road | Bluegrass Creek | Center Township | Vanderburgh County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1893 | 1999 | Columbus Bridge Company of Columbus, Ohio | 6 | 7 | 150 | 45.72 | 152 | 46.33 | 15.4 | 4.69 | https://historicbridges.org/indiana/heckelroadbridge/little_heckelroadbridge_1721_2_3r_small.jpg | https://historicbridges.org/indiana/heckelroadbridge/little_heckelroadbridge_1721_2_3r.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/heckelroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.034972,-87.483214 | |||||||||||||
| 7112 | 3rd Line Orton Bridge | This is one of the smallest known examples of a concrete bowstring arch bridge in Ontario! The technical description of the main or most noteworthy span of the bridge is a concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. | 43.774640 | -80.220275 | 3rd Line | Speed River | Erin | Wellington County, Ontario | Ontario | Canada | Concrete | Rainbow | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/3rdlineortonbridgespeedriver/little_20200707_123450_small.jpg | https://historicbridges.org/ontario/3rdlineortonbridgespeedriver/little_20200707_123450.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/3rdlineortonbridgespeedriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.774640,-80.220275 | |||||||||||||||
| 7113 | Toll Gate Line Bridge | This is a relatively long spanning example of a riveted pony truss bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a 102.4 ft (31.21 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 43.861410 | -81.054874 | Toll Gate Line | North Maitland River | Rural | Huron County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 102.4 | 31.21 | 102.4 | 31.21 | 0 | 0 | https://historicbridges.org/ontario/tollgatelinebridgenorthmaitlandriver/little_20190425_200733_small.jpg | https://historicbridges.org/ontario/tollgatelinebridgenorthmaitlandriver/little_20190425_200733.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/tollgatelinebridgenorthmaitlandriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.861410,-81.054874 | ||||||||||||||
| 7114 | Toll Gate Line Lakelet Creek Bridge | This is an extremely rare example of a Queenpost truss in Ontario and its use of pin connections is also rare. The technical description of the main or most noteworthy span of the bridge is a 38 ft (11.58 m) metal pin-connected Queenpost pony truss, fixed. The bridge was primarily built by Unknown. | 43.892766 | -81.063196 | Toll Gate Line | Lakelet Creek | Howick | Huron County, Ontario | Ontario | Canada | Metal | Queenpost | Pin-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 9 | 38 | 11.58 | 38 | 11.58 | 0 | 0 | https://historicbridges.org/ontario/tollgatelinetinytrussbridgelakeletcreek/little_20200814_162603_small.jpg | https://historicbridges.org/ontario/tollgatelinetinytrussbridgelakeletcreek/little_20200814_162603.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/tollgatelinetinytrussbridgelakeletcreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.892766,-81.063196 | ||||||||||||||
| 7115 | Wellington 6 Bridge | This is a riveted through truss bridge that was built to serve traffic on a more heavily traveled road than many of the other surviving truss bridges in the region. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 43.954301 | -80.766685 | CR-6 (Wellington 6) | South Saugeen River | Minto and Wellington North | Wellington County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 105 | 32 | 105 | 32 | 0 | 0 | https://historicbridges.org/ontario/wellingtonroad6trussbridgesouthsaugeenriver/little_20200710_130144_small.jpg | https://historicbridges.org/ontario/wellingtonroad6trussbridgesouthsaugeenriver/little_20200710_130144.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/wellingtonroad6trussbridgesouthsaugeenriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.954301,-80.766685 | ||||||||||||||
| 7116 | Sideroad 20 Bridge | This is a traditionally composed Warren pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 44.117883 | -80.918084 | Sideroad 20 | Beatty Saugeen River | West Grey | Grey County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/westgreysideroad20bridgebeattysaugeenriver/little_20190421_164312_small.jpg | https://historicbridges.org/ontario/westgreysideroad20bridgebeattysaugeenriver/little_20190421_164312.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/westgreysideroad20bridgebeattysaugeenriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.117883,-80.918084 | ||||||||||||||
| 7117 | North Maitland River Private Bridge | This is a rare pin-connected pony truss located on a private drive. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on private property. The bridge is visible from the nearby public road. | 43.902531 | -80.895145 | Private Drive | North Maitland River | Minto | Wellington County, Ontario | Ontario | Canada | This bridge is on private property. The bridge is visible from the nearby public road. | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/wellingtonroad87farmnorthmaitlandriver/little_20220411_124149_small.jpg | https://historicbridges.org/ontario/wellingtonroad87farmnorthmaitlandriver/little_20220411_124149.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/wellingtonroad87farmnorthmaitlandriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.902531,-80.895145 | |||||||||||||
| 7118 | Trestle Bridge Trail Bridge | Fergus Railway Bridge | This impressive high level railway bridge is noted for its varying design of deck truss spans. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 43.689548 | -80.399273 | Railroad (Trestle Bridge Trail, Elora Cataract Trailway, Former Canadian National) | Grand River | Centre-Wellington (Fergus) | Wellington County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 16 | 1 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 8 | 2 | 1909 | 0 | Unknown | 7 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/trestlebridgetrailcentrewellingtongrandriver/little_20190507_183628_small.jpg | https://historicbridges.org/ontario/trestlebridgetrailcentrewellingtongrandriver/little_20190507_183628.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/trestlebridgetrailcentrewellingtongrandriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.689548,-80.399273 | |||||||
| 7119 | Brimstone Bridge | This unaltered concrete rigid-frame bridge is noted for the concrete railing post details which differ from most rigid-frame bridges in Ontario. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 43.802963 | -79.994748 | Dominion Road and Bruce Trail | Credit River | Caledon | Peel Region, Ontario | Ontario | Canada | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 45 | 13.72 | 45 | 13.72 | 0 | 0 | https://historicbridges.org/ontario/brimstonebridgeforksofthecreditriver/little_20190521_175347_small.jpg | https://historicbridges.org/ontario/brimstonebridgeforksofthecreditriver/little_20190521_175347.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/brimstonebridgeforksofthecreditriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.802963,-79.994748 | |||||||||||||||||
| 7120 | Mennonite Buggy Bridge | This extremely rare example of a low water crossing in Ontario is also unique because it was designed and built by the local Mennonite community. The technical description of the main or most noteworthy span of the bridge is a 12 ft (3.66 m) concrete slab, fixed. The bridge was primarily built by Mennonite Community Labor Forces. | 43.535730 | -80.573041 | Three Bridges Road (TR-21) | Conestogo River | Woolwich Township | Waterloo Region, Ontario | Ontario | Canada | Concrete | Slab | Fixed | 0 | 9 | 0 | 0 | 1962 | 0 | Mennonite Community Labor Forces | 5 | 6 | 12 | 3.66 | 108 | 32.92 | 0 | 0 | https://historicbridges.org/ontario/mennonitebuggybridge/little_20190511_150021_small.jpg | https://historicbridges.org/ontario/mennonitebuggybridge/little_20190511_150021.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/mennonitebuggybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.535730,-80.573041 | |||||||||||||||||
| 7121 | Concession Road 4 Bridge | This bridge is a rare example of a concrete arch bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 44.443185 | -81.154140 | Concession Road 4 | Arranvale Creek | Arran-Elderslie | Bruce County, Ontario | Ontario | Canada | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/concessionroad4arranvalecreekbridge/little_20200505_192904_small.jpg | https://historicbridges.org/ontario/concessionroad4arranvalecreekbridge/little_20200505_192904.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/concessionroad4arranvalecreekbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.443185,-81.154140 | |||||||||||||||
| 7122 | Trestle Bridge Trail Overpass | This traditionally composed railway overpass plate girder bridge today serves a rail-trail. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. | 43.691040 | -80.396647 | Railroad (Trestle Bridge Trail, Elora Cataract Trailway, Former Canadian National) | CR-18 | Centre-Wellington (Fergus) | Wellington County, Ontario | Ontario | Canada | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/trestlebridgetrailoverpasswellingtoncounty/little_20190505_191657_small.jpg | https://historicbridges.org/ontario/trestlebridgetrailoverpasswellingtoncounty/little_20190505_191657.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/trestlebridgetrailoverpasswellingtoncounty/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.691040,-80.396647 | ||||||||||||||||
| 7123 | East West Luther Townline Bridge | Based on the heavy design of the railing, this bridge appears to be an example of a concrete through girder bridge. The technical description of the main or most noteworthy span of the bridge is a concrete through girder, fixed. The bridge was primarily built by Unknown. | 43.992842 | -80.430874 | East West Luther Townline | Upper Black Creek | Wellington North and Grand Valley | Dufferin County, Ontario and Wellington County, Ontario | Ontario | Canada | Concrete | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/eastwestluthertownlinebridge/little_20190509_193134_small.jpg | https://historicbridges.org/ontario/eastwestluthertownlinebridge/little_20190509_193134.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/eastwestluthertownlinebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.992842,-80.430874 | ||||||||||||||||
| 7124 | New Hamburg Railway Bridge | This multi-span plate girder deck truss appears to have had some unusual substructure changes. The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) metal deck girder, fixed. The bridge was primarily built by Unknown. | 43.379551 | -80.722655 | Railroad (Canadian National) | Nith River | Wilmot Township (New Hamburg) | Waterloo Region, Ontario | Ontario | Canada | Metal | Deck | Girder | Fixed | 0 | 3 | 0 | 0 | 0 | 0 | Unknown | 4 | 4 | 64 | 19.51 | 200 | 60.96 | 0 | 0 | https://historicbridges.org/ontario/cnrailwaynewhamburgbridge/little_20190511_164712_small.jpg | https://historicbridges.org/ontario/cnrailwaynewhamburgbridge/little_20190511_164712.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/cnrailwaynewhamburgbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.379551,-80.722655 | ||||||||||||||||
| 7125 | The Grange Sideroad Railway Overpass | This is a tiny example of a through plate girder railway overpass. The technical description of the main or most noteworthy span of the bridge is a 22 ft (6.71 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 43.806330 | -79.958752 | The Grange Sideroad | Railroad (Orangeville Brampton Railway) | Caledon | Peel Region, Ontario | Ontario | Canada | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 22 | 6.71 | 25 | 7.62 | 0 | 0 | https://historicbridges.org/ontario/orangevillebramptonrailwayoverpass/little_20190521_182122_small.jpg | https://historicbridges.org/ontario/orangevillebramptonrailwayoverpass/little_20190521_182122.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/orangevillebramptonrailwayoverpass/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.806330,-79.958752 | ||||||||||||||||
| 7126 | Caledonia Railway Bridge | This is a long multi-span deck plate girder that uses the stone substructure of a previous bridge. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal deck girder, fixed. The bridge was primarily built by Unknown. | 43.073820 | -79.960796 | Railroad (Canadian National, Southern Ontario Railway) | Grand River and Caithness Street (CR-54) | Caledonia | Haldimand County, Ontario | Ontario | Canada | Metal | Deck | Girder | Fixed | 0 | 14 | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | Unknown | 6 | 6 | 75 | 22.86 | 1097 | 334.37 | 0 | 0 | https://historicbridges.org/ontario/caledoniarailbridge/little_20190615_154917_small.jpg | https://historicbridges.org/ontario/caledoniarailbridge/little_20190615_154917.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/caledoniarailbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.073820,-79.960796 | ||||||||||||
| 7127 | L | Wheeler Road Bridge | Prior to alteration, this was a rare surviving steel stringer overpass bridge with original unaltered R4 railings. The technical description of the main or most noteworthy span of the bridge is a 58.7 ft (17.89 m) metal stringer (multi-beam), fixed. The bridge was primarily built by L. A. Davidson of Saginaw, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 43.638498 | -83.941592 | Wheeler Road | M-13 / I-75 Connector | Rural | Bay County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 0 | 0 | 1961 | 0 | L. A. Davidson of Saginaw, Michigan | Michigan State Highway Department | 2 | 2 | 58.7 | 17.89 | 182.4 | 55.6 | 30 | 9.14 | https://historicbridges.org/michigan/wheelerroad_m13connector/little_wheelerroad_m13connector_6319_small.jpg | https://historicbridges.org/michigan/wheelerroad_m13connector/little_wheelerroad_m13connector_6319.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/wheelerroad_m13connector/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.638498,-83.941592 | |||||||||||||||
| 7128 | Leroy Street Bridge | This 1906 stone arch bridge looks like a concrete arch bridge today because the stones were completely encased in concrete in 1958! The technical description of the main or most noteworthy span of the bridge is a 26.2 ft (7.99 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 42.794742 | -83.704964 | Leroy Street (Business US-23) | Shiawassee River | Fenton | Genesee County, Michigan | Michigan | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1906 | 1958 | Unknown | 1 | 5 | 26.2 | 7.99 | 26.2 | 7.99 | 43 | 13.11 | https://historicbridges.org/michigan/fenton/little_img_20191225_160828_small.jpg | https://historicbridges.org/michigan/fenton/little_img_20191225_160828.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/fenton/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.794742,-83.704964 | |||||||||||||||
| 7129 | Indian Lake Road Railroad Overpass | This is an uncommon example of a stone arch overpass in Michigan. The technical description of the main or most noteworthy span of the bridge is a 19 ft (5.79 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 42.797379 | -83.246415 | Railroad (M-24 Bike Rail-Trail) | Indian Lake Road | Oxford | Oakland County, Michigan | Michigan | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1891 | 0 | Unknown | 6 | 6 | 19 | 5.79 | 19 | 5.79 | 0 | 0 | https://historicbridges.org/michigan/indianlakeroad/little_img_20191225_105953_small.jpg | https://historicbridges.org/michigan/indianlakeroad/little_img_20191225_105953.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/indianlakeroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.797379,-83.246415 | |||||||||||||||
| 7130 | ! | Noggle Road Bridge | This is an increasingly rare surviving example of a steel stringer bridge with lattice railing. The technical description of the main or most noteworthy span of the bridge is a 27 ft (8.23 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 44.051490 | -83.759379 | Noggle Road | Big Creek | Rural | Arenac County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1920 | 0 | Unknown | 5 | 5 | 27 | 8.23 | 30 | 9.14 | 17 | 5.18 | https://historicbridges.org/michigan/noggle/little_noggle_5437_small.jpg | https://historicbridges.org/michigan/noggle/little_noggle_5437.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/noggle/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.051490,-83.759379 | ||||||||||||||||
| 7131 | Gordon Road Bridge | This is an increasingly rare surviving example of a steel stringer bridge with lattice railing. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 44.012251 | -83.755848 | Gordon Road (Abandoned) | Big Creek | Rural | Arenac County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/gordon/little_gordon_5533_4_5b_small.jpg | https://historicbridges.org/michigan/gordon/little_gordon_5533_4_5b.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/gordon/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.012251,-83.755848 | |||||||||||||||||
| 7133 | M-14 Bridge | This bridge is a long structure that has an MSHD standard design cantilever deck plate girder system for the main spans. The technical description of the main or most noteworthy span of the bridge is a 122 ft (37.19 m) metal cantilever Variable Depth deck girder, fixed. The bridge was primarily built by Unknown. | 42.302923 | -83.745333 | M-14 and Business US-23 | Huron River, Barton Drive, and Railroad | Ann Arbor | Washtenaw County, Michigan | Michigan | United States | Metal | Variable Depth | Deck | Girder | Fixed | 0 | Cantilever | 5 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 6 | 1956 | 2016 | Unknown | 5 | 5 | 122 | 37.19 | 917 | 279.5 | 84 | 25.6 | https://historicbridges.org/michigan/m14bridge/little_m14bridge_9646_7_8_small.jpg | https://historicbridges.org/michigan/m14bridge/little_m14bridge_9646_7_8.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m14bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.302923,-83.745333 | |||||||||||
| 7134 | Carpenter-Rudd Mill Railroad Bridge | Paint Creek Railroad Bridge | This small railroad concrete arch bridge today serves a rail-trail at the historical site of a mill. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 42.767511 | -83.219141 | Railroad (Paint Creek Rail-Trail) | Paint Creek | Orion Township (Rudds Mill) | Oakland County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1924 | 0 | Unknown | 2 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/carpenterruddbridge/little_img_20191225_104924_small.jpg | https://historicbridges.org/michigan/carpenterruddbridge/little_img_20191225_104924.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/carpenterruddbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.767511,-83.219141 | ||||||||||||||
| 7135 | Garfield Road Bridge | This bridge is a representative example of a county design bridge that has railings resembling those usually found on smaller concrete bridges. The technical description of the main or most noteworthy span of the bridge is a 21 ft (6.4 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by L. J. Weingartner. | 43.838207 | -84.085394 | Garfield Road | South Branch Pinconning River | Rural | Bay County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1938 | 0 | Unknown | L. J. Weingartner | 1 | 2 | 21 | 6.4 | 25 | 7.62 | 27 | 8.23 | https://historicbridges.org/michigan/garfieldroad/little_garfieldroad_6082_small.jpg | https://historicbridges.org/michigan/garfieldroad/little_garfieldroad_6082.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/garfieldroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.838207,-84.085394 | ||||||||||||||||
| 7136 | Mackinaw Road Whitefeather Drain Bridge | This bridge is a representative example of a county design bridge that has railings resembling those usually found on smaller concrete bridges. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by L. J. Weingartner. | 43.894860 | -83.985890 | Mackinaw Road | Whitefeather Drain | Rural | Bay County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1938 | 0 | Unknown | L. J. Weingartner | 1 | 2 | 20 | 6.1 | 24 | 7.32 | 27 | 8.23 | https://historicbridges.org/michigan/mackinawroad/little_mackinawroad_6001_small.jpg | https://historicbridges.org/michigan/mackinawroad/little_mackinawroad_6001.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/mackinawroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.894860,-83.985890 | ||||||||||||||||
| 7137 | Mackinaw Road Bridge | This small concrete slab bridge displays a design of railing that may be unique to Bay County. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) concrete slab, fixed. The bridge was primarily built by Unknown. | 43.851156 | -83.986267 | Mackinaw Road | Pinconning River | Rural | Bay County, Michigan | Michigan | United States | Concrete | Slab | Fixed | 0 | 1 | 0 | 0 | 1925 | 0 | Unknown | 1 | 2 | 20 | 6.1 | 22 | 6.71 | 25 | 7.62 | https://historicbridges.org/michigan/mackinawroadpinconning/little_mackinawroadpinconning_6037_small.jpg | https://historicbridges.org/michigan/mackinawroadpinconning/little_mackinawroadpinconning_6037.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/mackinawroadpinconning/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.851156,-83.986267 | |||||||||||||||||
| 7138 | North Presa Street Bridge | This truly unique bridge is noted for its extreme skew, which includes a bizarre half approach span, and is also noted for the lack of truss vertical members. The technical description of the main or most noteworthy span of the bridge is a 96 ft (29.26 m) metal rivet-connected Polygonal Warren (No Verticals) pony truss, fixed. The bridge was primarily built by Houston Structural Steel Company of Houston, Texas and McKenzie Construction Company. The bridge was primarily designed by Terrell Bartlett Engineers of San Antonio, Texas. | 29.425588 | -98.488723 | North Presa Street | San Antonio River | San Antonio | Bexar County, Texas | Texas | United States | Metal | Polygonal Warren (No Verticals) | Rivet-Connected | Pony | Truss | Fixed | 9 | 1 | Metal | Through | Girder | Fixed | 0 | 1 | 1925 | 0 | Houston Structural Steel Company of Houston, Texas and McKenzie Construction Company | Terrell Bartlett Engineers of San Antonio, Texas | 7 | 7 | 96 | 29.26 | 178 | 54.25 | 24 | 7.32 | https://historicbridges.org/texas/northpresastreetbridge/little_northpresastreetbridge_4477_8_9vib_small.jpg | https://historicbridges.org/texas/northpresastreetbridge/little_northpresastreetbridge_4477_8_9vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/northpresastreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.425588,-98.488723 | |||||||||
| 7139 | TX-16 Bridge | This state standard through truss bridge also features a long series of steel stringer approach spans. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Texas Highway Department. | 31.353244 | -98.671791 | TX-16 | Colorado River | Rural | Mills County, Texas | Texas | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 7 | 2 | Metal | Deck | Stringer (Multi-Beam) | Fixed | 0 | 18 | 1939 | 0 | Unknown | Texas Highway Department | 6 | 7 | 150 | 45.72 | 1205 | 367.28 | 23.6 | 7.19 | https://historicbridges.org/texas/tx16coloradoriverbridge/little_tx16coloradoriverbridge_6819_small.jpg | https://historicbridges.org/texas/tx16coloradoriverbridge/little_tx16coloradoriverbridge_6819.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/tx16coloradoriverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.353244,-98.671791 | |||||||||
| 7140 | Brackenridge Park Bowstring Bridge | This rare King Bridge Company cast and wrought iron bowstring truss bridge has been altered by having its top chord filled with concrete! The technical description of the main or most noteworthy span of the bridge is a 85 ft (25.91 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 29.463222 | -98.470502 | Pedestrian Walkway | San Antonio River | San Antonio | Bexar County, Texas | Texas | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Pony | Truss | Fixed | 10 | 1 | 0 | 0 | 1880 | 1937 | King Bridge Company of Cleveland, Ohio | 8 | 9 | 85 | 25.91 | 90 | 27.43 | 0 | 0 | https://historicbridges.org/texas/brackenridgeparkbowstring/little_brackenridgeparkbowstring_9070_1_2r_small.jpg | https://historicbridges.org/texas/brackenridgeparkbowstring/little_brackenridgeparkbowstring_9070_1_2r.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/brackenridgeparkbowstring/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.463222,-98.470502 | ||||||||||||||
| 7142 | Wilson Bridge | This traditional riveted pony truss bridge has an enormous plaque on it! The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Ontario Bridge Company of Toronto, Ontario. | 45.444409 | -74.960818 | Scotch River Road | Scotch River | The Nation | Prescott and Russell United Counties, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1919 | 0 | Ontario Bridge Company of Toronto, Ontario | 6 | 6 | 64 | 19.51 | 65 | 19.81 | 16 | 4.88 | https://historicbridges.org/ontario/wilsonsbridge/little_2018_ian_0102_small.jpg | https://historicbridges.org/ontario/wilsonsbridge/little_2018_ian_0102.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/wilsonsbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.444409,-74.960818 | ||||||||||||||
| 7143 | Maple Road Pedestrian Overpass | The largest of its kind in the world when completed, this is one of a few unusual arch pedestrian overpass bridges in metro Detroit, noted for their appearance and use of an aluminum superstructure. The technical description of the main or most noteworthy span of the bridge is a 115 ft (35.05 m) metal (aluminum) two-hinged Solid Ribbed through arch, fixed. The bridge was primarily built by Reynolds Metals Company of Richmond, Virginia (Grand Rapids Plant) and Aluminum and Architectural Metals Company of Detroit, Michigan. The bridge was primarily designed by Main and Fox of Birmingham, Michigan. | 42.545011 | -83.276603 | Pedestrian Walkway | Maple Road | Bloomfield Township | Oakland County, Michigan | Michigan | United States | Metal (Aluminum) | Solid Ribbed | Two-Hinged | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1969 | 0 | Reynolds Metals Company of Richmond, Virginia (Grand Rapids Plant) and Aluminum and Architectural Metals Company of Detroit, Michigan | Main and Fox of Birmingham, Michigan | 5 | 7 | 115 | 35.05 | 212 | 64.62 | 0 | 0 | https://historicbridges.org/michigan/mapleroad/little_img_3364_small.jpg | https://historicbridges.org/michigan/mapleroad/little_img_3364.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/mapleroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.545011,-83.276603 | |||||||||||||
| 7144 | Middlebelt Road Pedestrian Overpass | This is one of a few unusual arch pedestrian overpass bridges in metro Detroit, noted for their appearance and use of an aluminum superstructure. The technical description of the main or most noteworthy span of the bridge is a 115 ft (35.05 m) metal (aluminum) two-hinged Solid Ribbed through arch, fixed. The bridge was primarily built by Reynolds Metals Company of Richmond, Virginia (Possible Fabricator). | 42.435941 | -83.336350 | Pedestrian Walkway | Middlebelt Road | Livonia | Oakland County, Michigan | Michigan | United States | Metal (Aluminum) | Solid Ribbed | Two-Hinged | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Reynolds Metals Company of Richmond, Virginia (Possible Fabricator) | 5 | 5 | 115 | 35.05 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/middlebelt/little_img_2770_small.jpg | https://historicbridges.org/michigan/middlebelt/little_img_2770.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/middlebelt/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.435941,-83.336350 | ||||||||||||||
| 7145 | Martin Luther King Junior Boulevard Pedestrian Overpass | This is one of a few unusual arch pedestrian overpass bridges in metro Detroit, noted for their appearance and use of an aluminum superstructure. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal (aluminum) two-hinged Solid Ribbed through arch, fixed. The bridge was primarily built by Reynolds Metals Company of Richmond, Virginia (Possible Fabricator). | 42.654708 | -83.275466 | Pedestrian Walkway | Martin Luther King Junior Boulevard | Pontiac | Oakland County, Michigan | Michigan | United States | Metal (Aluminum) | Solid Ribbed | Two-Hinged | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1966 | 0 | Reynolds Metals Company of Richmond, Virginia (Possible Fabricator) | 5 | 5 | 100 | 30.48 | 125 | 38.1 | 0 | 0 | https://historicbridges.org/michigan/mlkoverpass/little_img_3502_small.jpg | https://historicbridges.org/michigan/mlkoverpass/little_img_3502.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/mlkoverpass/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.654708,-83.275466 | ||||||||||||||
| 7146 | Wilder Road Bridge | This is a rare surviving example of a steel stringer bridge with lattice railing. The technical description of the main or most noteworthy span of the bridge is a 27 ft (8.23 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.962978 | -83.240530 | Wilder Road | South Branch Flint River | Metamora | Lapeer County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1938 | 1959 | Unknown | 3 | 6 | 27 | 8.23 | 30 | 9.14 | 20 | 6.1 | https://historicbridges.org/michigan/wilder/little_rickmcomber-img_7462_small.jpg | https://historicbridges.org/michigan/wilder/little_rickmcomber-img_7462.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/wilder/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.962978,-83.240530 | |||||||||||||||||
| 7147 | Prison Road Bridge | This very unusual bridge is unique as a Howe truss with a Camelback arrangement of the top chord. The technical description of the main or most noteworthy span of the bridge is a 119 ft (36.27 m) metal rivet-connected Howe through truss, fixed. The bridge was primarily built by Greene County, Pennsylvania. | 39.905364 | -80.118433 | Prison Road (TR-567) | South Fork Tenmile Creek | Rural | Greene County, Pennsylvania | Pennsylvania | United States | Metal | Howe | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1910 | 0 | Greene County, Pennsylvania | 9 | 9 | 119 | 36.27 | 123 | 37.49 | 15.7 | 4.79 | https://historicbridges.org/pennsylvania/prisonroad/little_img_6051_small.jpg | https://historicbridges.org/pennsylvania/prisonroad/little_img_6051.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/prisonroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.905364,-80.118433 | ||||||||||||||
| 7148 | Woodside Road Bridge | Although its decorative finial plaques have gone missing, this bridge is an example of a bridge built by the Canton Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. | 40.935597 | -83.074413 | Woodside Road (TR-103) | Sycamore Creek | Rural | Crawford County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Canton Bridge Company of Canton, Ohio | 6 | 7 | 50 | 15.24 | 51.8 | 15.79 | 15.7 | 4.79 | https://historicbridges.org/ohio/woodside/little_img_3763_small.jpg | https://historicbridges.org/ohio/woodside/little_img_3763.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/woodside/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.935597,-83.074413 | ||||||||||||||
| 7149 | ! | Jordan Narrows Bridge | This bridge is a rare surviving example of a truss bridge in Utah and was bypassed and left standing. The technical description of the main or most noteworthy span of the bridge is a 121 ft (36.88 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Midland Bridge Company of Kansas City, Missouri. | 40.406033 | -111.900002 | West 1500 North (West 9600 North) | Jordan River | Lehi | Utah County, Utah | Utah | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1914 | 0 | Midland Bridge Company of Kansas City, Missouri | 6 | 8 | 121 | 36.88 | 122 | 37.19 | 15.4 | 4.69 | https://historicbridges.org/utah/jordannarrows/little_img_0248_small.jpg | https://historicbridges.org/utah/jordannarrows/little_img_0248.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=utah/jordannarrows/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.406033,-111.900002 | |||||||||||||
| 7150 | Carterville Road Bridge | This small pony truss stands out in a state that has very few surviving metal truss bridges of any kind. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 40.307168 | -111.657832 | Provo River Trail (Former Carterville Road, 5600 North) | Provo River | Provo | Utah County, Utah | Utah | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/utah/5600north/little_img_0869_small.jpg | https://historicbridges.org/utah/5600north/little_img_0869.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=utah/5600north/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.307168,-111.657832 | ||||||||||||||
| 7151 | Weber River Railroad Bridge | This is a traditionally composed example of a railroad pin-connected Pratt through truss. The technical description of the main or most noteworthy span of the bridge is a 165 ft (50.29 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 41.228223 | -111.998273 | Railroad (Utah Central Railroad) | Weber River | Ogden | Weber County, Utah | Utah | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 165 | 50.29 | 165 | 50.29 | 0 | 0 | https://historicbridges.org/utah/weberrr/little_img_4322_small.jpg | https://historicbridges.org/utah/weberrr/little_img_4322.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=utah/weberrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.228223,-111.998273 | ||||||||||||||
| 7152 | Old Mill Road Bridge | This is one of a small number of surviving bridges by Horseheads Bridge company, and like many of the company's bridges, this one has unusual design details. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Horseheads Bridge Company of Horseheads, New York and Sam B. Palmer of Stroudsburg, Pennsylvania. | 40.935708 | -75.313387 | Old Mill Road (TR-219) | McMichaels Creek | Scotia | Monroe County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1896 | 0 | Horseheads Bridge Company of Horseheads, New York and Sam B. Palmer of Stroudsburg, Pennsylvania | 7 | 7 | 70 | 21.34 | 70 | 21.34 | 0 | 0 | https://historicbridges.org/pennsylvania/scotia/little_1_small.jpg | https://historicbridges.org/pennsylvania/scotia/little_1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/scotia/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.935708,-75.313387 | ||||||||||||||
| 7153 | Big East River Railway Bridge | This is a classic riveted Warren pony truss railway bridge. The technical description of the main or most noteworthy span of the bridge is a 108 ft (32.92 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 45.380951 | -79.226036 | Railroad (Canadian National) | Big East River | Huntsville | Muskoka District, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 108 | 32.92 | 108 | 32.92 | 0 | 0 | https://historicbridges.org/ontario/bigeastriver/little_dscn5254_small.jpg | https://historicbridges.org/ontario/bigeastriver/little_dscn5254.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/bigeastriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.380951,-79.226036 | ||||||||||||||
| 7154 | McKechnie Sideroad Bridge | This traditional riveted pony truss bridge has been closed to traffic. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 44.407986 | -81.322625 | McKechnie Sideroad | Snake Creek | Saugeen Shores | Bruce County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/mckechniesideroad/little_20200712_113452_small.jpg | https://historicbridges.org/ontario/mckechniesideroad/little_20200712_113452.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/mckechniesideroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.407986,-81.322625 | ||||||||||||||
| 7155 | Black Oak Road Bridge | This bridge was originally built for the Western Maryland Railway, but the road and bridge later was turned into a private drive for motor vehicles. The technical description of the main or most noteworthy span of the bridge is a 128 ft (39.01 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. Special note about bridge location: This bridge is on private property. | 39.478577 | -78.942207 | Private Drive (Black Oak Road) | North Branch Potomac River | Rural | Allegany County, Maryland and Mineral County, West Virginia | Maryland and West Virginia | United States | This bridge is on private property. | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Deck | Girder | Fixed | 0 | 2 | 1905 | 0 | Pennsylvania Steel Company of Steelton, Pennsylvania | 6 | 6 | 128 | 39.01 | 234 | 71.32 | 0 | 0 | https://historicbridges.org/wvirginia/blackoak/little_img_6406_small.jpg | https://historicbridges.org/wvirginia/blackoak/little_img_6406.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/blackoak/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.478577,-78.942207 | |||||||||
| 7156 | Capon Bridge | This bridge, a centerpiece for the community that is named after it, was saved from demolition after a fight from concerned community members. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) arch, fixed. The bridge was primarily built by Wheeling Structural Steel Company of Wheeling, West Virginia. The bridge was primarily designed by E. R. Mills. | 39.297868 | -78.434861 | US-50 (Northwestern Turnpike) | Cacapon River | Capon Bridge | Hampshire County, West Virginia | West Virginia | United States | Arch | Fixed | 0 | 1 | 0 | 0 | 1933 | 0 | Wheeling Structural Steel Company of Wheeling, West Virginia | E. R. Mills | 6 | 7 | 180 | 54.86 | 185 | 56.39 | 30 | 9.14 | https://historicbridges.org/wvirginia/caponbridge/little_img_6605_small.jpg | https://historicbridges.org/wvirginia/caponbridge/little_img_6605.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/caponbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.297868,-78.434861 | |||||||||||||||||
| 7157 | Capon Lake Bridge | This is an extremely early surviving example of a pin-connected Whipple through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 176 ft (53.64 m) metal multiple-type-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by T. B. White and Sons of New Brighton, Pennsylvania (Penn Bridge Company of Beaver Falls, Pennsylvania). | 39.158594 | -78.534788 | Pedestrian Walkway (Abandoned Capon Springs Road Alignment) | Cacapon River | Rural | Hampshire County, West Virginia | West Virginia | United States | Metal | Whipple (Double-Intersection Pratt) | Multiple-Type-Connected | Through | Truss | Fixed | 16 | 1 | 0 | 0 | 1874 | 1938 | T. B. White and Sons of New Brighton, Pennsylvania (Penn Bridge Company of Beaver Falls, Pennsylvania) | 8 | 9 | 176 | 53.64 | 0 | 0 | 20 | 6.1 | https://historicbridges.org/wvirginia/caponlake/little_img_6564_small.jpg | https://historicbridges.org/wvirginia/caponlake/little_img_6564.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/caponlake/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.158594,-78.534788 | ||||||||||||||
| 7159 | Old WV-55 Bridge | This bridge is the last surviving historic truss bridge in the county. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 39.064832 | -78.655120 | CR-55/20 (Old WV-55) | Lost River | Rural | Hardy County, West Virginia | West Virginia | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1931 | 1994 | Unknown | 5 | 7 | 140 | 42.67 | 144.4 | 44.01 | 24.3 | 7.41 | https://historicbridges.org/wvirginia/lostriver55/little_img_6537_small.jpg | https://historicbridges.org/wvirginia/lostriver55/little_img_6537.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/lostriver55/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.064832,-78.655120 | ||||||||||||||
| 7160 | US-220 South Branch Potomac River Bridge | Petersburg Pike Bridge | This impressive Parker through truss bridge was bypassed and abandoned in 2006. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 38.805915 | -79.275987 | US-220 (Petersburg Pike, Abandoned Alignment) | South Branch Potomac River | Rural | Pendleton County, West Virginia | West Virginia | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1923 | 0 | Unknown | 6 | 6 | 200 | 60.96 | 204 | 62.18 | 17.7 | 5.39 | https://historicbridges.org/wvirginia/us220/little_img_6512_small.jpg | https://historicbridges.org/wvirginia/us220/little_img_6512.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/us220/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.805915,-79.275987 | |||||||||||||
| 7161 | Littleton Bridge | This classic example of a Canton Bridge Company through truss was bypassed and abandoned in 2006. The technical description of the main or most noteworthy span of the bridge is a 108 ft (32.92 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. | 39.697972 | -80.509335 | CR-12 (Long Drain Road, Abandoned Alignment) | West Fork of Fish Creek | Littleton | Wetzel County, West Virginia | West Virginia | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1893 | 0 | Canton Bridge Company of Canton, Ohio | 7 | 7 | 108 | 32.92 | 110 | 33.53 | 11.5 | 3.51 | https://historicbridges.org/wvirginia/westforkfishcreekbridge/little_img_6138_small.jpg | https://historicbridges.org/wvirginia/westforkfishcreekbridge/little_img_6138.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/westforkfishcreekbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.697972,-80.509335 | ||||||||||||||
| 7162 | Hutchinson Bridge | Fairmont Coal Company Bridge, Consolidation Coal Company Bridge | This unusual continuous through truss appears to be been moved here from another location. The technical description of the main or most noteworthy span of the bridge is a 124.3 ft (37.89 m) metal continuous (straight chords) rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 39.444448 | -80.274712 | CR-90/3 | West Fork River | Rural | Marion County, West Virginia | West Virginia | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | Continuous (Straight Chords) | 2 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1911 | 0 | Unknown | 6 | 7 | 124.3 | 37.89 | 305 | 92.96 | 11.5 | 3.51 | https://historicbridges.org/wvirginia/westforkriverbridge/little_img_6172_small.jpg | https://historicbridges.org/wvirginia/westforkriverbridge/little_img_6172.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/westforkriverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.444448,-80.274712 | |||||||||
| 7163 | Mary Ellen Street Bridge | This traditional through plate girder bridge is seated on handsome stone abutments. The technical description of the main or most noteworthy span of the bridge is a 52.2 ft (15.91 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 39.534357 | -80.344583 | Mary Ellen Street | Pyles Fork | Mannington | Marion County, West Virginia | West Virginia | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1905 | 1996 | Unknown | 5 | 5 | 52.2 | 15.91 | 53.5 | 16.31 | 17.4 | 5.3 | https://historicbridges.org/wvirginia/pylesforkbridge/little_img_6156_small.jpg | https://historicbridges.org/wvirginia/pylesforkbridge/little_img_6156.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/pylesforkbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.534357,-80.344583 | ||||||||||||||||
| 7164 | Hemick Lane Bridge | This attractive riveted pony truss bridge serves a private driveway. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on a private drive. | 39.376223 | -79.026406 | Hemick Lane | New Creek | New Creek | Mineral County, West Virginia | West Virginia | United States | This bridge is on a private drive. | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/wvirginia/hemmick/little_img_6424_small.jpg | https://historicbridges.org/wvirginia/hemmick/little_img_6424.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/hemmick/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.376223,-79.026406 | |||||||||||||
| 7165 | North Mill Creek Bridge | This riveted pony truss serves a private drive. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on a private drive. | 38.843288 | -79.236053 | Private Drive | North Mill Creek | Rural | Pendleton County, West Virginia | West Virginia | United States | This bridge is on a private drive. | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/wvirginia/northmillcreek/little_img_6533_small.jpg | https://historicbridges.org/wvirginia/northmillcreek/little_img_6533.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/northmillcreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.843288,-79.236053 | |||||||||||||
| 7166 | Old Reynolds Road Bridge | This traditional half-hip pony truss bridge has been closed to traffic. The technical description of the main or most noteworthy span of the bridge is a 76 ft (23.16 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania. | 39.509985 | -79.027623 | Old Reynolds Road (Morrison Road) | Georges Creek | Rural | Allegany County, Maryland | Maryland | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1900 | 0 | Penn Bridge Company of Beaver Falls, Pennsylvania | 6 | 7 | 76 | 23.16 | 78 | 23.77 | 15 | 4.57 | https://historicbridges.org/maryland/georgescreek/little_img_6360_small.jpg | https://historicbridges.org/maryland/georgescreek/little_img_6360.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/georgescreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.509985,-79.027623 | ||||||||||||||
| 7167 | Taylor Avenue Bridge | This is an unaltered and attractive example of a curved t-beam bridge, one of an impressive collection of historic bridges in Frankfort. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Unknown. | 38.203289 | -84.882781 | Taylor Avenue (KY-1211) | Benson Creek | Frankfort | Franklin County, Kentucky | United States | Concrete | Curved | T-Beam | Fixed | 0 | Continuous | 3 | 0 | 0 | 1957 | 0 | Unknown | 3 | 3 | 110 | 33.53 | 285 | 86.87 | 30 | 9.14 | https://historicbridges.org/kentucky/tayloravenuebridge/little_tayloravenuebridge_1734_5_6v_small.jpg | https://historicbridges.org/kentucky/tayloravenuebridge/little_tayloravenuebridge_1734_5_6v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/tayloravenuebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.203289,-84.882781 | ||||||||||||||||
| 7168 | Coachman Road Bridge | Moss Rainbow Arch | This small bridge is the only rainbow arch bridge in Florida and also an extremely unusual example of such a bridge built by a Luten company. The technical description of the main or most noteworthy span of the bridge is a 37 ft (11.28 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Luten Bridge Company of York, Pennsylvania. | 27.976412 | -82.739737 | FL-590 (Northeast Coachman Road) | Alligator Creek | Clearwater | Pinellas County, Florida | Florida | United States | Concrete | Rainbow | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1927 | 0 | Luten Bridge Company of York, Pennsylvania | 7 | 9 | 37 | 11.28 | 37 | 11.28 | 28.2 | 8.6 | https://historicbridges.org/florida/coachman/little_img_20210129_113722_small.jpg | https://historicbridges.org/florida/coachman/little_img_20210129_113722.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/coachman/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.976412,-82.739737 | ||||||||||||||
| 7169 | Hillsborough River Lift Bridge | T. N. Henderson Bridge | This is a regionally rare example of a vertical lift highway bridge. The technical description of the main or most noteworthy span of the bridge is a 83.3 ft (25.39 m) metal rivet-connected Warren pony truss, movable: vertical lift. The bridge was primarily built by Cone Brothers Construction Company of Tampa, Florida. The bridge was primarily designed by J. H. Dowling. | 27.996071 | -82.465465 | US-92 and FL-600 Eastbound | Hillsborough River | Tampa | Hillsborough County, Florida | Florida | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Movable: Vertical Lift | 8 | 1 | Concrete | T-Beam | Fixed | 0 | 8 | 1939 | 1999 | Cone Brothers Construction Company of Tampa, Florida | J. H. Dowling | 6 | 7 | 83.3 | 25.39 | 360 | 109.73 | 40.4 | 12.31 | https://historicbridges.org/florida/tnhenderson/little_addhillsboroughavenue_3492_small.jpg | https://historicbridges.org/florida/tnhenderson/little_addhillsboroughavenue_3492.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/tnhenderson/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.996071,-82.465465 | |||||||||
| 7170 | Seven Mile Bridge | Moser Channel Bridge, Piegon Key Bridge, Knight's Key Bridge | This bridge is the longest of the numerous bridge composing the Florida East Coast Railway Extension, and is noted for its combination of concrete arch spans and steel plate girder spans. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal deck girder, fixed. The bridge was primarily built by American Bridge Company of New York, New York and Terry and Tench of New York, New York. The bridge was primarily designed by Joseph C. Meredith and William J. Krome. | 24.700038 | -81.170277 | Pedestrian Walkway (Old US-1 Alignment, Former Railroad (Florida East Coast Railway)) | Moser Channel | Marathon | Monroe County, Florida | Florida | United States | Metal | Deck | Girder | Fixed | 0 | 335 | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 210 | 1912 | 1938 | American Bridge Company of New York, New York and Terry and Tench of New York, New York | Joseph C. Meredith and William J. Krome | 8 | 9 | 80 | 24.38 | 35720 | 10887.46 | 0 | 0 | https://historicbridges.org/florida/sevenmilebridge/little_sevenmilebridge_2659_small.jpg | https://historicbridges.org/florida/sevenmilebridge/little_sevenmilebridge_2659.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/sevenmilebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=24.700038,-81.170277 | |||||||||
| 7171 | Long Key Viaduct | This is the longest concrete arch bridge of the various bridges which were built on the Florida Keys for the Florida East Coast Railway Extension. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Joseph C. Meredith and William J. Krome. | 24.797536 | -80.866078 | Pedestrian Walkway (Old US-1 Alignment, Former Railroad (Florida East Coast Railway)) | Long Key Channel | Rural | Monroe County, Florida | Florida | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 180 | 0 | 0 | 1912 | 0 | Unknown | Joseph C. Meredith and William J. Krome | 8 | 8 | 50 | 15.24 | 11975 | 3649.98 | 0 | 0 | https://historicbridges.org/florida/keyslongkeyviaduct/little_keyslongkeyviaduct_2128_29_30v_small.jpg | https://historicbridges.org/florida/keyslongkeyviaduct/little_keyslongkeyviaduct_2128_29_30v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/keyslongkeyviaduct/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=24.797536,-80.866078 | ||||||||||||||
| 7172 | Channel Five Bridge | This is one of a number of concrete arch bridges composing the Florida East Coast Railway Extension. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Joseph C. Meredith and William J. Krome. | 24.838283 | -80.774018 | Pedestrian Walkway (Old US-1 Alignment, Former Railroad (Florida East Coast Railway)) | Channel Five | Rural | Monroe County, Florida | Florida | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 0 | 0 | 0 | 1912 | 0 | Unknown | Joseph C. Meredith and William J. Krome | 7 | 7 | 0 | 0 | 4538 | 1383.18 | 0 | 0 | https://historicbridges.org/florida/keyschannelfivebridge/little_keyschannelfivebridge_2029_30_31v_small.jpg | https://historicbridges.org/florida/keyschannelfivebridge/little_keyschannelfivebridge_2029_30_31v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/keyschannelfivebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=24.838283,-80.774018 | ||||||||||||||
| 7173 | Tom's Harbor Channel Bridge | This is one of a number of concrete arch bridges composing the Florida East Coast Railway Extension. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Joseph C. Meredith and William J. Krome. | 24.777820 | -80.921297 | Pedestrian Walkway (Old US-1 Alignment, Former Railroad (Florida East Coast Railway)) | Tom's Harbor Channel | Marathon | Monroe County, Florida | Florida | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 0 | 0 | 0 | 1912 | 0 | Unknown | Joseph C. Meredith and William J. Krome | 7 | 6 | 0 | 0 | 1432 | 436.47 | 0 | 0 | https://historicbridges.org/florida/keystomsharborchannelbridge/little_keystomsharborchannelbridge_2251_small.jpg | https://historicbridges.org/florida/keystomsharborchannelbridge/little_keystomsharborchannelbridge_2266.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/keystomsharborchannelbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=24.777820,-80.921297 | ||||||||||||||
| 7174 | Truman Bridge | This bridge is noted for its arch design and for its unique and attractive railing design. The technical description of the main or most noteworthy span of the bridge is a 28.2 ft (8.6 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 24.772858 | -80.914293 | Duck Key Drive (Bimini Drive) | Unnamed Channel | Marathon | Monroe County, Florida | Florida | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1955 | 1982 | Unknown | 5 | 6 | 28.2 | 8.6 | 77 | 23.47 | 23 | 7.01 | https://historicbridges.org/florida/keysduckkeytrumanbridge/little_keysduckkeytrumanbridge_2221_2_3b_small.jpg | https://historicbridges.org/florida/keysduckkeytrumanbridge/little_keysduckkeytrumanbridge_2221_2_3b.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/keysduckkeytrumanbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=24.772858,-80.914293 | |||||||||||||||
| 7175 | Oldtown Toll Bridge | This very unusual bridge is a privately owned, tolled, low water crossing. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 39.537600 | -78.613224 | Green Spring Road | North Branch Potomac River | Oldtown | Allegany County, Maryland and Hampshire County, West Virginia | Maryland and West Virginia | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 11 | 0 | 0 | 1937 | 1996 | Unknown | 5 | 5 | 30 | 9.14 | 314 | 95.71 | 11.2 | 3.41 | https://historicbridges.org/maryland/oldtown/little_img_6650_small.jpg | https://historicbridges.org/maryland/oldtown/little_img_6650.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/oldtown/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.537600,-78.613224 | |||||||||||||||||
| 7176 | Old Bloomington Bridge | This is a long-abandoned state design highway truss bridge. The technical description of the main or most noteworthy span of the bridge is a 135 ft (41.15 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. | 39.479667 | -79.068458 | WV-46 (Abandoned Alignment) | North Branch Potomac River | Bloomington | Garrett County, Maryland and Mineral County, West Virginia | Maryland and West Virginia | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 135 | 41.15 | 135 | 41.15 | 0 | 0 | https://historicbridges.org/maryland/bloomingtonmd/little_img_6394_small.jpg | https://historicbridges.org/maryland/bloomingtonmd/little_img_6394.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/bloomingtonmd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.479667,-79.068458 | ||||||||||||||
| 7177 | Washington Street Bridge | This is a good example of a traditionally composed steel through plate girder bridge. The technical description of the main or most noteworthy span of the bridge is a 73.2 ft (22.31 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 39.485130 | -79.045730 | Washington Street | Georges Creek | Westernport | Allegany County, Maryland | Maryland | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1950 | 1983 | Unknown | 4 | 4 | 73.2 | 22.31 | 78 | 23.77 | 26 | 7.92 | https://historicbridges.org/maryland/washingtonstreet/little_img_6379_small.jpg | https://historicbridges.org/maryland/washingtonstreet/little_img_6379.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/washingtonstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.485130,-79.045730 | ||||||||||||||||
| 7178 | Danforth Street Bridge | This is one of the best and richly ornamented examples of a Phoenix column pony truss bridge in the country. The technical description of the main or most noteworthy span of the bridge is a 71 ft (21.64 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Dean and Westbrook of New York, New York. | 42.325717 | -71.397390 | Danforth Street (Hillside Street) | Sudbury River | Framingham | Middlesex County, Massachusetts | Massachusetts | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 1890 | 2001 | Dean and Westbrook of New York, New York | 8 | 9 | 71 | 21.64 | 76 | 23.16 | 34 | 10.36 | https://historicbridges.org/massachusetts/olddanforthstreetbridge/little_olddanforthstreetbridge_4330_1_2vr_small.jpg | https://historicbridges.org/massachusetts/olddanforthstreetbridge/little_olddanforthstreetbridge_4330_1_2vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/olddanforthstreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.325717,-71.397390 | ||||||||||||||
| 7179 | Mahanoy Creek Bridge | This bridge includes the distinctive ornamental portal bracing of the famous King Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 129 ft (39.32 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 40.724508 | -76.815478 | Creek Hill Road, Amish School Road (TR-377) | Mahanoy Creek | Rural | Northumberland County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1902 | 0 | King Bridge Company of Cleveland, Ohio | 7 | 7 | 129 | 39.32 | 130 | 39.62 | 13.5 | 4.11 | https://historicbridges.org/pennsylvania/mahanoycreekbridgetr377/little_mahanoycreekbridgetr377_1969_70_71vr_small.jpg | https://historicbridges.org/pennsylvania/mahanoycreekbridgetr377/little_mahanoycreekbridgetr377_1969_70_71vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/mahanoycreekbridgetr377/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.724508,-76.815478 | ||||||||||||||
| 7180 | Lone Star Brewery Bridge | Originally a skybridge between two buildings of the historic Lone Star Brewery, this truly unique bridge was moved and preserved for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 85 ft (25.91 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 29.438728 | -98.481944 | Museum Reach Riverwalk | San Antonio River | San Antonio | Bexar County, Texas | Texas | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 14 | 1 | 0 | 0 | 0 | 2009 | Unknown | 8 | 8 | 85 | 25.91 | 85 | 25.91 | 5 | 1.52 | https://historicbridges.org/texas/lonestarbrewerybridge/little_lonestarbrewerybridge_5272_3_4vib_small.jpg | https://historicbridges.org/texas/lonestarbrewerybridge/little_lonestarbrewerybridge_5272_3_4vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/lonestarbrewerybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.438728,-98.481944 | ||||||||||||||
| 7181 | Travis Street Bridge | While perhaps of limited significance individually, this bridge is notable as the large group of bridges found over the San Antonio River near the center of the city. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete continuous t-beam, fixed. The bridge was primarily built by Bart Moore Inc. of San Antonio, Texas. The bridge was primarily designed by C. Raeber. | 29.427548 | -98.492468 | East Travis Street | San Antonio River | San Antonio | Bexar County, Texas | Texas | United States | Concrete | T-Beam | Fixed | 0 | Continuous | 1 | 0 | 0 | 1929 | 0 | Bart Moore Inc. of San Antonio, Texas | C. Raeber | 3 | 5 | 50 | 15.24 | 100 | 30.48 | 0 | 0 | https://historicbridges.org/texas/travisstreetbridge/little_travisstreetbridge_6655_6_7r_small.jpg | https://historicbridges.org/texas/travisstreetbridge/little_travisstreetbridge_6655_6_7r.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/travisstreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.427548,-98.492468 | |||||||||||||||
| 7182 | South St. Mary's Street Bridge | This concrete t-beam bridge is noted for its highly ornamental details. The technical description of the main or most noteworthy span of the bridge is a 37 ft (11.28 m) concrete continuous t-beam, fixed. The bridge was primarily built by Texas Construction Company. The bridge was primarily designed by A. K. Nicolaysen. | 29.423306 | -98.491853 | South St. Mary's Street | San Antonio River | San Antonio | Bexar County, Texas | Texas | United States | Concrete | T-Beam | Fixed | 0 | Continuous | 1 | 0 | 0 | 1915 | 1950 | Texas Construction Company | A. K. Nicolaysen | 3 | 5 | 37 | 11.28 | 76 | 23.16 | 34 | 10.36 | https://historicbridges.org/texas/southstmarysstreetbridge/little_southstmarysstreetbridge_2946_7_8vib_small.jpg | https://historicbridges.org/texas/southstmarysstreetbridge/little_southstmarysstreetbridge_2946_7_8vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/southstmarysstreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.423306,-98.491853 | |||||||||||||||
| 7183 | Frazier Street Bridge | Junction Hollow Bridge, Four Mile Run Bridge | This large deck truss soars over an entire neighborhood hidden in the valley below. The technical description of the main or most noteworthy span of the bridge is a 264 ft (80.47 m) metal continuous rivet-connected arch, fixed. The bridge was primarily built by B. Perini and Sons of Framingham, Massachusetts. The bridge was primarily designed by Pennsylvania State Highway Department. | 40.427864 | -79.949356 | I-376, US-22, US-30 (Penn Lincoln Parkway / Parkway East) | 4 Mile Run and Various Streets and Railroad | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Rivet-Connected | Arch | Fixed | 12 | Continuous | 4 | Metal | Deck | Girder | Fixed | 0 | 2 | 1951 | 1981 | B. Perini and Sons of Framingham, Massachusetts | Pennsylvania State Highway Department | 6 | 6 | 264 | 80.47 | 1015 | 309.37 | 92 | 28.04 | https://historicbridges.org/pennsylvania/parkwaydecktruss/little_parkwaydecktruss_8916_small.jpg | https://historicbridges.org/pennsylvania/parkwaydecktruss/little_parkwaydecktruss_8916.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/parkwaydecktruss/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.427864,-79.949356 | |||||||||
| 7184 | Main Street Bridge | Wheeling Stone Arch Bridge | This handsome stone arch bridge is noted for its lack of alteration and impressive span length. The technical description of the main or most noteworthy span of the bridge is a 159 ft (48.46 m) stone Segmental deck arch, fixed. The bridge was primarily built by Paige, Carey and Company of New York, New York. The bridge was primarily designed by F. L. Hoge and A. L. White. | 40.063407 | -80.723429 | Main Street (CR-18, WV-2) | Wheeling Creek | Wheeling | Ohio County, West Virginia | West Virginia | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1892 | 0 | Paige, Carey and Company of New York, New York | F. L. Hoge and A. L. White | 8 | 8 | 159 | 48.46 | 232.6 | 70.9 | 30.2 | 9.2 | https://historicbridges.org/wvirginia/wheelingmainstreet/little_wheelingmainstreet_0372_3_4vr_small.jpg | https://historicbridges.org/wvirginia/wheelingmainstreet/little_wheelingmainstreet_0372_3_4vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/wheelingmainstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.063407,-80.723429 | |||||||||||||
| 7185 | Wheeling Creek Railroad Bridges | There are several abandoned plate girder railroad bridges right beside each other in downtown Wheeling. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. | 40.063561 | -80.723942 | Railroad (Abandoned) | Wheeling Creek | Wheeling | Ohio County, West Virginia | West Virginia | United States | Metal | Deck | Girder | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | Unknown | 3 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/wvirginia/wheelingmainstreetrr/little_wheelingmainstreet_0330_1_2vr_small.jpg | https://historicbridges.org/wvirginia/wheelingmainstreetrr/little_wheelingmainstreet_0330_1_2vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/wheelingmainstreetrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.063561,-80.723942 | ||||||||||||||||
| 7186 | Hempfield Viaduct | This large and very old stone arch bridge is noted for its curved design and for leading directly into an equally impressive tunnel. The technical description of the main or most noteworthy span of the bridge is a 50.6 ft (15.42 m) stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Charles Ellet. | 40.072842 | -80.711262 | Railroad (Wheeling Heritage Rail-Trail) | Wheeling Creek | Wheeling | Ohio County, West Virginia | West Virginia | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 5 | Metal | Girder | Fixed | 0 | 1 | 1857 | 0 | Unknown | Charles Ellet | 7 | 8 | 50.6 | 15.42 | 336 | 102.41 | 0 | 0 | https://historicbridges.org/wvirginia/hempfieldviaduct/little_hempfieldviaduct_0459_60_61vr_small.jpg | https://historicbridges.org/wvirginia/hempfieldviaduct/little_hempfieldviaduct_0459_60_61vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/hempfieldviaduct/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.072842,-80.711262 | |||||||||||
| 7187 | US-283 Clear Fork Brazos River Bridge | TX-23 Clear Fork Brazos River Bridge | This state design through truss bridge was bypassed and left standing next to its replacement bridge for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Virginia Bridge and Iron Company of Roanoke, Virginia and Maney and Alley of Oklahoma City, Oklahoma. The bridge was primarily designed by Texas Highway Department. | 32.932708 | -99.215515 | US-283 (Former TX-23) | Clear Fork Brazos River | Rural | Shackelford County, Texas | Texas | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Concrete | Girder | Fixed | 0 | 10 | 1929 | 0 | Virginia Bridge and Iron Company of Roanoke, Virginia and Maney and Alley of Oklahoma City, Oklahoma | Texas Highway Department | 3 | 5 | 150 | 45.72 | 456.7 | 139.2 | 0 | 0 | https://historicbridges.org/texas/tx23brazos/little_tx23brazos_4360_small.jpg | https://historicbridges.org/texas/tx23brazos/little_tx23brazos_4360.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/tx23brazos/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.932708,-99.215515 | |||||||||
| 7188 | Old Alton Road Bridge | Goat Man's Bridge, Copper Canyon Road Bridge | This notable example of a product of the famous King Bridge Company has been bypassed and preserved for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 108 ft (32.92 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 33.129298 | -97.104281 | Old Alton Road (Former Alignment) | Hickory Creek | Denton | Denton County, Texas | Texas | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1884 | 0 | King Bridge Company of Cleveland, Ohio | 3 | 5 | 108 | 32.92 | 145 | 44.2 | 14 | 4.27 | https://historicbridges.org/texas/oldaltonbridge/little_oldaltonbridge_3336_small.jpg | https://historicbridges.org/texas/oldaltonbridge/little_oldaltonbridge_3336.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/oldaltonbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.129298,-97.104281 | ||||||||||
| 7189 | Rector Road Bridge | This bridge is a classic Pratt truss bridge that was relocated and preserved on Guyer High School grounds. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal multiple-type-connected Pratt through truss, fixed. The bridge was primarily built by Austin Bridge Company of Dallas, Texas, Charles R. Moore, Agent. | 33.136683 | -97.102174 | Pedestrian Walkway | Unnamed Waterway | Denton | Denton County, Texas | Texas | United States | Metal | Pratt | Multiple-Type-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 1908 | 2005 | Austin Bridge Company of Dallas, Texas, Charles R. Moore, Agent | 6 | 7 | 80 | 24.38 | 110 | 33.53 | 11.9 | 3.63 | https://historicbridges.org/texas/rectorroadbridge/little_rectorroadbridge_3084_small.jpg | https://historicbridges.org/texas/rectorroadbridge/little_rectorroadbridge_3084.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/rectorroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.136683,-97.102174 | ||||||||||||||
| 7190 | Commerce Street Bridge (Middle) | This bridge is noted for its handsome ornamental details that make it stand out among the many historic concrete bridges in the area. The technical description of the main or most noteworthy span of the bridge is a 29 ft (8.84 m) concrete continuous t-beam, fixed. The bridge was primarily built by Charles M. Schoenfeld and Sons of Tyler, Texas. The bridge was primarily designed by A. K. Nicolaysen. | 29.423800 | -98.487994 | Commerce Street | San Antonio River | San Antonio | Bexar County, Texas | Texas | United States | Concrete | T-Beam | Fixed | 0 | Continuous | 3 | 0 | 0 | 1914 | 0 | Charles M. Schoenfeld and Sons of Tyler, Texas | A. K. Nicolaysen | 3 | 5 | 29 | 8.84 | 84 | 25.6 | 40 | 12.19 | https://historicbridges.org/texas/commercestreetbridgemiddle/little_commercestreetbridgemiddle_3808_09_10r_small.jpg | https://historicbridges.org/texas/commercestreetbridgemiddle/little_commercestreetbridgemiddle_3808_09_10r.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/commercestreetbridgemiddle/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.423800,-98.487994 | |||||||||||||||
| 7191 | Edmund Pettus Bridge | Selma Bridge | This famous bridge is famous for being the site of Bloody Sunday, however the bridge is also significant for its engineering design as well. The technical description of the main or most noteworthy span of the bridge is a 250 ft (76.2 m) metal hingeless Solid Ribbed through arch, fixed. The bridge was primarily built by T. A. Loving Company of Goldsboro, North Carolina and Nashville Bridge Company of Nashville Tennessee. The bridge was primarily designed by Hensen K. Stevenson. | 32.405534 | -87.018481 | US-80 Business (Broad Street) | Alabama River | Selma | Dallas County, Alabama | Alabama | United States | Metal | Solid Ribbed | Hingeless | Through | Arch | Fixed | 0 | 1 | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 12 | 1940 | 0 | T. A. Loving Company of Goldsboro, North Carolina and Nashville Bridge Company of Nashville Tennessee | Hensen K. Stevenson | 10 | 10 | 250 | 76.2 | 1248.4 | 380.51 | 42.3 | 12.89 | https://historicbridges.org/alabama/selma/little_selma_5722_3_4vib_small.jpg | https://historicbridges.org/alabama/selma/little_selma_5722_3_4vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/selma/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.405534,-87.018481 | |||||||
| 7192 | Donald Road Bridge | This bridge is one of two similar pony truss bridges that were relocated and preserved on display at the Denton County Administrative Complex. The technical description of the main or most noteworthy span of the bridge is a 59 ft (17.98 m) metal bolt-connected Warren pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 33.203219 | -97.089131 | Pedestrian Walkway | Park Lagoon | Denton | Denton County, Texas | Texas | United States | Metal | Warren | Bolt-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1903 | 2012 | King Bridge Company of Cleveland, Ohio | 6 | 6 | 59 | 17.98 | 59 | 17.98 | 15.7 | 4.79 | https://historicbridges.org/texas/donaldroadbridge/little_donaldroadbridge_3549_small.jpg | https://historicbridges.org/texas/donaldroadbridge/little_donaldroadbridge_3549.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/donaldroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.203219,-97.089131 | ||||||||||||||
| 7193 | Gregory Road Bridge | This bridge is one of two similar pony truss bridges that were relocated and preserved on display at the Denton County Administrative Complex. The technical description of the main or most noteworthy span of the bridge is a 52 ft (15.85 m) metal bolt-connected Warren pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 33.203390 | -97.089328 | Pedestrian Walkway | Park Lagoon | Denton | Denton County, Texas | Texas | United States | Metal | Warren | Bolt-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1923 | 2012 | King Bridge Company of Cleveland, Ohio | 6 | 6 | 52 | 15.85 | 52 | 15.85 | 0 | 0 | https://historicbridges.org/texas/gregoryroadbridge/little_gregoryroadbridge_3537_small.jpg | https://historicbridges.org/texas/gregoryroadbridge/little_gregoryroadbridge_3537.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/gregoryroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.203390,-97.089328 | ||||||||||||||
| 7194 | Elm Fork Bridge | FM-428 Bridge | Bypassed and preserved for pedestrian use, this bridge is noted for its combination of pony and through truss spans. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Denton Construction Company. | 33.306937 | -97.042276 | Greenbelt Trail (Old FM-428, Sherman Drive Alignment) | Elm Fork Trinity River | Rural | Denton County, Texas | Texas | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 10 | 2 | 1922 | 0 | Denton Construction Company | 7 | 7 | 100 | 30.48 | 247 | 75.29 | 16.4 | 5 | https://historicbridges.org/texas/fm428bridge/little_fm428bridge_3756_7_8r_small.jpg | https://historicbridges.org/texas/fm428bridge/little_fm428bridge_3756_7_8r.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/fm428bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.306937,-97.042276 | |||||||
| 7195 | La Grange Bridge | Buffalo Trail Bridge | This is a large example of a state designed through truss bridge in Texas. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Austin Bridge Company of Dallas, Texas and Illinois Steel Bridge Company of Jacksonville, Illinois. The bridge was primarily designed by Texas Highway Department. | 29.901116 | -96.887028 | TX-71 Business | Colorado River | La Grange | Fayette County, Texas | Texas | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 8 | 5 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 8 | 1941 | 0 | Austin Bridge Company of Dallas, Texas and Illinois Steel Bridge Company of Jacksonville, Illinois | Texas Highway Department | 7 | 7 | 200 | 60.96 | 1414 | 430.99 | 26 | 7.92 | https://historicbridges.org/texas/lagrange/little_lagrange_1685_small.jpg | https://historicbridges.org/texas/lagrange/little_lagrange_1685.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/lagrange/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.901116,-96.887028 | |||||||||
| 7196 | Mill Pond Park Bridge | This classic Pratt truss bridge has been relocated and preserved in a park setting for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 31.195510 | -98.712853 | Pedestrian Walkway | Mill Creek | San Saba | San Saba County, Texas | Texas | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 100 | 30.48 | 100 | 30.48 | 10.8 | 3.29 | https://historicbridges.org/texas/millpondparkbridge/little_millpondparkbridge_7785_6_7r_small.jpg | https://historicbridges.org/texas/millpondparkbridge/little_millpondparkbridge_7785_6_7r.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/millpondparkbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.195510,-98.712853 | ||||||||||||||
| 7197 | Newcastle Bridge | Bypassed and abandoned, this impressive multi-span through truss bridge soars over the Brazos River valley. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Buckner Brothers of Cleburne, Texas. The bridge was primarily designed by Texas Highway Department. | 33.174916 | -98.756115 | US-380 (Abandoned Alignment) (Hardin Lane) (Former TX-120) | Brazos River | Newcastle | Young County, Texas | Texas | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 9 | 5 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 5 | 1932 | 0 | Buckner Brothers of Cleburne, Texas | Texas Highway Department | 7 | 7 | 170 | 51.82 | 850 | 259.08 | 20 | 6.1 | https://historicbridges.org/texas/newcastlebridge/little_newcastlebridge_3334_small.jpg | https://historicbridges.org/texas/newcastlebridge/little_newcastlebridge_3334.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/newcastlebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.174916,-98.756115 | ||||||||||
| 7198 | Commerce Street Bridge West | While perhaps of limited significance individually, this bridge is notable as the large group of bridges found over the San Antonio River near the center of the city. The technical description of the main or most noteworthy span of the bridge is a 36 ft (10.97 m) concrete continuous t-beam, fixed. The bridge was primarily built by Unknown. | 29.424783 | -98.492520 | East Commerce Street | San Antonio River | San Antonio | Bexar County, Texas | Texas | United States | Concrete | T-Beam | Fixed | 0 | Continuous | 2 | 0 | 0 | 1925 | 0 | Unknown | 3 | 5 | 36 | 10.97 | 73 | 22.25 | 40 | 12.19 | https://historicbridges.org/texas/commercestreetbridgewest/little_commercestreetbridgewest_2580_1_2r_small.jpg | https://historicbridges.org/texas/commercestreetbridgewest/little_commercestreetbridgewest_2580_1_2r.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/commercestreetbridgewest/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.424783,-98.492520 | ||||||||||||||||
| 7199 | Convent Street Bridge | While perhaps of limited significance individually, this bridge is notable as the large group of bridges found over the San Antonio River near the center of the city. The technical description of the main or most noteworthy span of the bridge is a 38 ft (11.58 m) concrete continuous t-beam, fixed. The bridge was primarily built by J. G. Jeffery. The bridge was primarily designed by C. Raeber. | 29.429879 | -98.492887 | Convent Street | San Antonio River | San Antonio | Bexar County, Texas | Texas | United States | Concrete | T-Beam | Fixed | 0 | Continuous | 2 | 0 | 0 | 1929 | 0 | J. G. Jeffery | C. Raeber | 3 | 4 | 38 | 11.58 | 76 | 23.16 | 38.7 | 11.8 | https://historicbridges.org/texas/conventstreetbridge/little_conventstreetbridge_6541_2_3r_small.jpg | https://historicbridges.org/texas/conventstreetbridge/little_conventstreetbridge_6541_2_3r.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/conventstreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.429879,-98.492887 | |||||||||||||||
| 7201 | ! | Gerald Desmond Bridge | This bridge is an uncommon example of a bridge which is configured as a cantilever truss bridge with a tied arch suspended span. The technical description of the main or most noteworthy span of the bridge is a 527 ft (160.63 m) metal cantilever (arch and suspended deck) bolt-connected Warren through truss, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by Moffatt and Nichol. | 33.764593 | -118.221141 | Ocean Boulevard (I-710, Seaside Freeway) | Back Channel (Port of Long Beach) | Long Beach | Los Angeles County, California | California | United States | Metal | Warren | Bolt-Connected | Through | Truss | Fixed | 18 | Cantilever (Arch and Suspended Deck) | 3 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 45 | 1968 | 0 | Bethlehem Steel Company of Bethlehem, Pennsylvania | Moffatt and Nichol | 6 | 6 | 527 | 160.63 | 6074.8 | 1851.6 | 61 | 18.59 | https://historicbridges.org/california/geralddesmond/little_3_2259444355_922e38f87c_o_small.jpg | https://historicbridges.org/california/geralddesmond/little_3_2259444355_922e38f87c_o.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/geralddesmond/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.764593,-118.221141 | ||||||||
| 7202 | Collinsville City Park Bridge | This traditional standard Texas pony truss bridge appears to have been moved to this location from an unknown previous location. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 33.560060 | -96.900710 | Park Drive | Park Drain | Collinsville | Grayson County, Texas | Texas | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 45 | 13.72 | 45 | 13.72 | 0 | 0 | https://historicbridges.org/texas/collinsville/little_collinsville_4158_59_60vib_small.jpg | https://historicbridges.org/texas/collinsville/little_collinsville_4158_59_60vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/collinsville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.560060,-96.900710 | ||||||||||||||
| 7203 | Loy Lake Park Bridge | CR-597 Iron Ore Creek Bridge | This traditional riveted pony truss bridge has found a new home nestled in a wooded park setting. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal rivet-connected Warren pony t-beam, fixed. The bridge was primarily built by Midland Bridge Company of Kansas City, Missouri. | 33.732789 | -96.589533 | Pedestrian Walkway | Park Drain | Denison | Grayson County, Texas | Texas | United States | Metal | Warren | Rivet-Connected | Pony | T-Beam | Fixed | 12 | 1 | 0 | 0 | 1911 | 0 | Midland Bridge Company of Kansas City, Missouri | 6 | 6 | 60 | 18.29 | 60 | 18.29 | 15 | 4.57 | https://historicbridges.org/texas/ironorecreekbridge/little_ironorecreekbridge_6070_small.jpg | https://historicbridges.org/texas/ironorecreekbridge/little_ironorecreekbridge_6070.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/ironorecreekbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.732789,-96.589533 | |||||||||||||
| 7204 | Peach Creek Bridge | CR-353 Bridge | This extremely short pin-connected through truss bridge with attractive ornamental details has been beautifully preserved for continued vehicular use! The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by New Jersey Steel and Iron Company of Trenton, New Jersey, E.P. Alsbury and Sons, Agents. | 29.508119 | -97.313823 | CR-353 | Peach Creek | Rural | Gonzales County, Texas | Texas | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 4 | 1 | Concrete | Slab | Fixed | 0 | 2 | 1897 | 2019 | New Jersey Steel and Iron Company of Trenton, New Jersey, E.P. Alsbury and Sons, Agents | 7 | 7 | 64 | 19.51 | 110 | 33.53 | 10.5 | 3.2 | https://historicbridges.org/texas/peachcreekbridge/little_peachcreekbridge_0227_small.jpg | https://historicbridges.org/texas/peachcreekbridge/little_peachcreekbridge_0227.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/peachcreekbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.508119,-97.313823 | ||||||||||
| 7205 | Rowe Valley Bridge | Easley Bridge | This bypassed and abandoned bridge is noted for its combination of uncommon truss types. The technical description of the main or most noteworthy span of the bridge is a 159 ft (48.46 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by Unknown. | 30.629321 | -97.473354 | CR-366 (Abandoned Alignment) | San Gabriel River | Rural | Williamson County, Texas | Texas | United States | Metal | Camelback | Pin-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 5 | 1 | 1909 | 1930 | Unknown | 7 | 8 | 159 | 48.46 | 244 | 74.37 | 15 | 4.57 | https://historicbridges.org/texas/sangabrielriverbridge/little_sangabrielriverbridge_2993_4_5r_small.jpg | https://historicbridges.org/texas/sangabrielriverbridge/little_sangabrielriverbridge_2993_4_5r.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/sangabrielriverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.629321,-97.473354 | |||||||
| 7206 | Seawillow Bridge | Young Lane Bridge | This classic pin-connected Pratt through truss bridge was bypassed and abandoned in 1985. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 29.821694 | -97.584253 | CR-197 (Young Lane, Abandoned Alignment) | Plum Creek | Rural | Caldwell County, Texas | Texas | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 110 | 33.53 | 110 | 33.53 | 0 | 0 | https://historicbridges.org/texas/seawillowbridge/little_seawillowbridge_8663_4_5r_small.jpg | https://historicbridges.org/texas/seawillowbridge/little_seawillowbridge_8663_4_5r.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/seawillowbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.821694,-97.584253 | |||||||||||||
| 7207 | Robin Ranch Road Bridge | This traditional Pratt through truss was bypassed and abandoned in 1997. The technical description of the main or most noteworthy span of the bridge is a 98 ft (29.87 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 29.835679 | -97.678332 | Robin Ranch Road (CR-213) | Clear Fork Plum Creek | Rural | Caldwell County, Texas | Texas | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 98 | 29.87 | 98 | 29.87 | 11.2 | 3.41 | https://historicbridges.org/texas/robinranch/little_robinranch_8495_small.jpg | https://historicbridges.org/texas/robinranch/little_robinranch_8495.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/robinranch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.835679,-97.678332 | ||||||||||||||
| 7208 | Smothers Creek Bridge | CR-183 Bridge | This bridge was in the process of being preserved when its owner gave up and decided to simply replace it with a slab of concrete. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal bolt-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 29.459853 | -97.045703 | CR-183 | Smothers Creek | Rural | Lavaca County, Texas | Texas | United States | Metal | Pratt | Bolt-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1930 | 0 | Unknown | 6 | 6 | 100 | 30.48 | 102 | 31.09 | 16.7 | 5.09 | https://historicbridges.org/texas/smotherscreekbridge/little_smotherscreekbridge_0263_small.jpg | https://historicbridges.org/texas/smotherscreekbridge/little_smotherscreekbridge_0263.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/smotherscreekbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.459853,-97.045703 | |||||||||||||
| 7209 | Grayson Street Bridge | While perhaps of limited significance individually, this bridge is notable as the large group of bridges found over the San Antonio River near the center of the city. The technical description of the main or most noteworthy span of the bridge is a 44 ft (13.41 m) concrete t-beam, fixed. The bridge was primarily built by J. G. Jeffery. The bridge was primarily designed by C. Raeber. | 29.444524 | -98.481471 | Grayson Street | San Antonio River | San Antonio | Bexar County, Texas | Texas | United States | Concrete | T-Beam | Fixed | 0 | 2 | 0 | Continuous | 0 | 1929 | 0 | J. G. Jeffery | C. Raeber | 3 | 5 | 44 | 13.41 | 88 | 26.82 | 44 | 13.41 | https://historicbridges.org/texas/graysonstreetbridge/little_graysonstreetbridge_5473_small.jpg | https://historicbridges.org/texas/graysonstreetbridge/little_graysonstreetbridge_5473.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/graysonstreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.444524,-98.481471 | |||||||||||||||
| 7210 | Josephine Street Bridge | While perhaps of limited significance individually, this bridge is notable as the large group of bridges found over the San Antonio River near the center of the city. The technical description of the main or most noteworthy span of the bridge is a 42 ft (12.8 m) concrete continuous t-beam, fixed. The bridge was primarily built by J. G. Jeffery. The bridge was primarily designed by C. Raeber. | 29.445494 | -98.481450 | Josephine Street | San Antonio River | San Antonio | Bexar County, Texas | Texas | United States | Concrete | T-Beam | Fixed | 0 | Continuous | 2 | 0 | 0 | 1929 | 0 | J. G. Jeffery | C. Raeber | 3 | 5 | 42 | 12.8 | 85 | 25.91 | 44 | 13.41 | https://historicbridges.org/texas/josephinestreetbridge/little_josephinestreetbridge_5488_small.jpg | https://historicbridges.org/texas/josephinestreetbridge/little_josephinestreetbridge_5488.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/josephinestreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.445494,-98.481450 | |||||||||||||||
| 7211 | Houston Street Bridge | This bridge has a unique railing design that differs from other historic bridges in the downtown area. The technical description of the main or most noteworthy span of the bridge is a 35 ft (10.67 m) concrete continuous t-beam, fixed. The bridge was primarily built by Jones and Day. | 29.426467 | -98.492139 | Houston Street | San Antonio River | San Antonio | Bexar County, Texas | Texas | United States | Concrete | T-Beam | Fixed | 0 | Continuous | 3 | 0 | 0 | 1925 | 0 | Jones and Day | 3 | 5 | 35 | 10.67 | 107 | 32.61 | 24 | 7.32 | https://historicbridges.org/texas/easthoustonstreetbridge/little_easthoustonstreetbridge_6805_small.jpg | https://historicbridges.org/texas/easthoustonstreetbridge/little_easthoustonstreetbridge_6805.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/easthoustonstreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.426467,-98.492139 | ||||||||||||||||
| 7212 | Pecan Street Bridge | While perhaps of limited significance individually, this bridge is notable as the large group of bridges found over the San Antonio River near the center of the city. The technical description of the main or most noteworthy span of the bridge is a 43 ft (13.11 m) concrete continuous t-beam, fixed. The bridge was primarily built by Pryor and Jeffrey. The bridge was primarily designed by C. Raeber. | 29.428664 | -98.491889 | Pecan Street | San Antonio River | San Antonio | Bexar County, Texas | Texas | United States | Concrete | T-Beam | Fixed | 0 | Continuous | 2 | 0 | 0 | 1927 | 0 | Pryor and Jeffrey | C. Raeber | 3 | 5 | 43 | 13.11 | 92 | 28.04 | 37 | 11.28 | https://historicbridges.org/texas/pecanstreetbridge/little_pecanstreetbridge_6625_6_7r_small.jpg | https://historicbridges.org/texas/pecanstreetbridge/little_pecanstreetbridge_6625_6_7r.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/pecanstreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.428664,-98.491889 | |||||||||||||||
| 7213 | Dolorosa Street Bridge | While perhaps of limited significance individually, this bridge is notable as the large group of bridges found over the San Antonio River near the center of the city. The technical description of the main or most noteworthy span of the bridge is a 36 ft (10.97 m) concrete continuous t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by C. Raeber. | 29.423766 | -98.492748 | Kallison Walk (Former Dolorosa Street) | San Antonio River | San Antonio | Bexar County, Texas | Texas | United States | Concrete | T-Beam | Fixed | 0 | Continuous | 2 | 0 | 0 | 1929 | 0 | Unknown | C. Raeber | 3 | 5 | 36 | 10.97 | 75 | 22.86 | 24 | 7.32 | https://historicbridges.org/texas/dolorosastreetbridge/little_dolorosastreetbridge_2733_4_5r_small.jpg | https://historicbridges.org/texas/dolorosastreetbridge/little_dolorosastreetbridge_2733_4_5r.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/dolorosastreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.423766,-98.492748 | |||||||||||||||
| 7214 | Jones Avenue Bridge | Grand Avenue Bridge | While many bridges in this area built in the 1920s were concrete t-beam bridges, this one is a steel stringer with a jack-arch deck. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal stringer (multi-beam), fixed. The bridge was primarily built by J. G. Jeffery. The bridge was primarily designed by C. Raeber. | 29.436209 | -98.480964 | Jones Avenue (Former Grand Avenue) | San Antonio River | San Antonio | Bexar County, Texas | Texas | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | 1928 | 1950 | J. G. Jeffery | C. Raeber | 3 | 5 | 40 | 12.19 | 107 | 32.61 | 39 | 11.89 | https://historicbridges.org/texas/jonesavenuegrand/little_jonesavenuegrand_5110_small.jpg | https://historicbridges.org/texas/jonesavenuegrand/little_jonesavenuegrand_5110.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/jonesavenuegrand/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.436209,-98.480964 | |||||||||||||||
| 7215 | Navarro Street Bridge Middle | This unusual pony truss is noted for its polygonal design, but with a long horizontal section, and use of concrete railings. The technical description of the main or most noteworthy span of the bridge is a 97 ft (29.57 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Virginia Bridge and Iron Company of Roanoke, Virginia. The bridge was primarily designed by Terrell Bartlett Engineers of San Antonio, Texas. | 29.425168 | -98.489706 | Navarro Street | San Antonio River | San Antonio | Bexar County, Texas | Texas | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 18 | 1 | 0 | 0 | 1922 | 0 | Virginia Bridge and Iron Company of Roanoke, Virginia | Terrell Bartlett Engineers of San Antonio, Texas | 7 | 7 | 97 | 29.57 | 99 | 30.18 | 40 | 12.19 | https://historicbridges.org/texas/navarrostreetbridgemiddle/little_navarrostreetbridgemiddle_4963_4_5r_small.jpg | https://historicbridges.org/texas/navarrostreetbridgemiddle/little_navarrostreetbridgemiddle_4963_4_5r.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/navarrostreetbridgemiddle/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.425168,-98.489706 | |||||||||||||
| 7216 | Arsenal Street Bridge | This unusual pony truss is noted for its polygonal design, but with a long horizontal section. The technical description of the main or most noteworthy span of the bridge is a 103 ft (31.39 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Walsh - Burney and Moore. The bridge was primarily designed by S. F. Crecelius. | 29.415553 | -98.494115 | Arsenal Street | San Antonio River | San Antonio | Bexar County, Texas | Texas | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 18 | 1 | 0 | 0 | 1928 | 0 | Walsh - Burney and Moore | S. F. Crecelius | 3 | 5 | 103 | 31.39 | 107 | 32.61 | 37.4 | 11.4 | https://historicbridges.org/texas/arsenalstreet/little_arsenalstreet_6835_6_7_small.jpg | https://historicbridges.org/texas/arsenalstreet/little_arsenalstreet_6835_6_7.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/arsenalstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.415553,-98.494115 | |||||||||||||
| 7217 | Hubbard Creek Bridge | This bridge is notable as a small scale truss bridge designed by the Texas Highway Department. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Crouch and Noland of Strawn, Texas. The bridge was primarily designed by Texas Highway Department. | 32.690401 | -99.165022 | FM-601 | Hubbard Creek | Rural | Shackelford County, Texas | Texas | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Concrete | T-Beam | Fixed | 0 | 4 | 1930 | 0 | Crouch and Noland of Strawn, Texas | Texas Highway Department | 6 | 6 | 150 | 45.72 | 266 | 81.08 | 18 | 5.49 | https://historicbridges.org/texas/hubbardcreekbridge/little_hubbardcreekbridge_4675_6_7r_small.jpg | https://historicbridges.org/texas/hubbardcreekbridge/little_hubbardcreekbridge_4675_6_7r.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/hubbardcreekbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.690401,-99.165022 | ||||||||||
| 7218 | Richmond Avenue Bridge | This bridge stands out among the many historic bridges of downtown San Antonio for its plate girder design and unique railings. The technical description of the main or most noteworthy span of the bridge is a 81 ft (24.69 m) metal through girder, fixed. The bridge was primarily built by Bart Moore Inc. of San Antonio, Texas. The bridge was primarily designed by C. Raeber. | 29.431238 | -98.489719 | Richmond Avenue | San Antonio River | San Antonio | Bexar County, Texas | Texas | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1930 | 0 | Bart Moore Inc. of San Antonio, Texas | C. Raeber | 6 | 6 | 81 | 24.69 | 82 | 24.99 | 39 | 11.89 | https://historicbridges.org/texas/richmondavenuebridge/little_richmondavenuebridge_5992_3_4vib_small.jpg | https://historicbridges.org/texas/richmondavenuebridge/little_richmondavenuebridge_5992_3_4vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/richmondavenuebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.431238,-98.489719 | |||||||||||||||
| 7219 | Alamo and Lasoya Streets Bridge | While perhaps of limited significance individually, this bridge is notable as the large group of bridges found over the San Antonio River near the center of the city. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) pre-stressed concrete slab, fixed. The bridge was primarily built by Unknown. | 29.423203 | -98.487433 | Alamo Street and Lasoya Street | San Antonio River | San Antonio | Bexar County, Texas | Texas | United States | Pre-Stressed Concrete | Slab | Fixed | 0 | 1 | 0 | 0 | 1967 | 0 | Unknown | 2 | 1 | 75 | 22.86 | 77 | 23.47 | 60 | 18.29 | https://historicbridges.org/texas/alamoandlasoyastreetsbridge/little_alamoandlasoyastreetsbridge_3625_6_7r_small.jpg | https://historicbridges.org/texas/alamoandlasoyastreetsbridge/little_alamoandlasoyastreetsbridge_3625_6_7r.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/alamoandlasoyastreetsbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.423203,-98.487433 | |||||||||||||||||
| 7220 | Arneson Theater Bridge | Rosita's Bridge | This is one of several attractive pedestrian footbridges that form part of the river walk. The technical description of the main or most noteworthy span of the bridge is a 37 ft (11.28 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Works Progress Administration Forces. The bridge was primarily designed by Robert H.H. Hugman. | 29.422375 | -98.488692 | San Antonio River Walk | San Antonio River | San Antonio | Bexar County, Texas | Texas | United States | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1939 | 0 | Works Progress Administration Forces | Robert H.H. Hugman | 5 | 6 | 37 | 11.28 | 37 | 11.28 | 7 | 2.13 | https://historicbridges.org/texas/arnesontheaterrositasbridge/little_arnesontheaterrositasbridge_3508_09_10vib_small.jpg | https://historicbridges.org/texas/arnesontheaterrositasbridge/little_arnesontheaterrositasbridge_3508_09_10vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/arnesontheaterrositasbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.422375,-98.488692 | |||||||||||||
| 7221 | San Antonio River Walk Bridge | This is one of several attractive pedestrian footbridges that form part of the river walk. The technical description of the main or most noteworthy span of the bridge is a concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 29.423282 | -98.487809 | San Antonio River Walk | San Antonio River | San Antonio | Bexar County, Texas | Texas | United States | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/texas/riverwalkbridge/little_riverwalkbridge_3604_5_6r_small.jpg | https://historicbridges.org/texas/riverwalkbridge/little_riverwalkbridge_3604_5_6r.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/riverwalkbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.423282,-98.487809 | |||||||||||||||
| 7222 | Selena's Bridge | La Mansion Del Rio Bridge | This is one of several attractive pedestrian footbridges that form part of the river walk. The technical description of the main or most noteworthy span of the bridge is a concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Works Progress Administration Forces. The bridge was primarily designed by Robert H.H. Hugman. | 29.425113 | -98.490577 | San Antonio River Walk | San Antonio River | San Antonio | Bexar County, Texas | Texas | United States | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1940 | 0 | Works Progress Administration Forces | Robert H.H. Hugman | 5 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/texas/riverwalkbridgenorth/little_riverwalkbridgenorth_4876_7_8vib_small.jpg | https://historicbridges.org/texas/riverwalkbridgenorth/little_riverwalkbridgenorth_4876_7_8vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/riverwalkbridgenorth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.425113,-98.490577 | |||||||||||||
| 7223 | River Walk Loop South Entrance Bridge | This is one of several attractive pedestrian footbridges that form part of the river walk. The technical description of the main or most noteworthy span of the bridge is a concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 29.423427 | -98.492627 | San Antonio River Walk | San Antonio River | San Antonio | Bexar County, Texas | Texas | United States | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1940 | 0 | Unknown | 4 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/texas/riverwalkloopsouthentrancebridge/little_riverwalkloopsouthentrancebridge_2847_8_9r_small.jpg | https://historicbridges.org/texas/riverwalkloopsouthentrancebridge/little_riverwalkloopsouthentrancebridge_2847_8_9r.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/riverwalkloopsouthentrancebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.423427,-98.492627 | |||||||||||||||
| 7224 | River Walk Flood Gate Bridge | This river walk bridge also functions as a flood control gate for the river. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Works Progress Administration Forces. The bridge was primarily designed by Robert H.H. Hugman. | 29.425099 | -98.492266 | San Antonio River Walk | San Antonio River | San Antonio | Bexar County, Texas | Texas | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1941 | 0 | Works Progress Administration Forces | Robert H.H. Hugman | 3 | 5 | 50 | 15.24 | 50 | 15.24 | 10 | 3.05 | https://historicbridges.org/texas/riverwalkfloodgatebridge/little_riverwalkfloodgatebridge_2550_small.jpg | https://historicbridges.org/texas/riverwalkfloodgatebridge/little_riverwalkfloodgatebridge_2550.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/riverwalkfloodgatebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.425099,-98.492266 | ||||||||||||||
| 7225 | North St. Mary's Street Bridge North | This is one of the more ornately decorated of the many surviving historic concrete t-beam bridges in the city. The technical description of the main or most noteworthy span of the bridge is a 32.2 ft (9.81 m) concrete continuous t-beam, fixed. The bridge was primarily built by J. H. Richardson Company of Houston, Texas. The bridge was primarily designed by A. K. Nicolaysen. | 29.430779 | -98.491337 | North St. Mary's Street | San Antonio River | San Antonio | Bexar County, Texas | Texas | United States | Concrete | T-Beam | Fixed | 0 | Continuous | 3 | 0 | 0 | 1915 | 1950 | J. H. Richardson Company of Houston, Texas | A. K. Nicolaysen | 5 | 6 | 32.2 | 9.81 | 100 | 30.48 | 39 | 11.89 | https://historicbridges.org/texas/northstmarysstreetbridgenorth/little_northstmarysstreetbridgenorth_5779_80_81r_small.jpg | https://historicbridges.org/texas/northstmarysstreetbridgenorth/little_northstmarysstreetbridgenorth_5779_80_81r.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/northstmarysstreetbridgenorth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.430779,-98.491337 | |||||||||||||||
| 7226 | Villita Street Bridge | This bridge has a railing design that greatly differs from the style found on most of the other t-beam bridges in the area. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) concrete continuous t-beam, fixed. The bridge was primarily built by Walsh and Burney. The bridge was primarily designed by S. F. Crecelius. | 29.423020 | -98.492728 | Villita Street | San Antonio River | San Antonio | Bexar County, Texas | Texas | United States | Concrete | T-Beam | Fixed | 0 | Continuous | 2 | 0 | 0 | 1927 | 0 | Walsh and Burney | S. F. Crecelius | 3 | 3 | 40 | 12.19 | 80 | 24.38 | 39 | 11.89 | https://historicbridges.org/texas/villitastreetbridge/little_villitastreetbridge_2877_8_9r_small.jpg | https://historicbridges.org/texas/villitastreetbridge/little_villitastreetbridge_2877_8_9r.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/villitastreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.423020,-98.492728 | |||||||||||||||
| 7227 | North St. Mary's Street Bridge South | While perhaps of limited significance individually, this bridge is notable as the large group of bridges found over the San Antonio River near the center of the city. The technical description of the main or most noteworthy span of the bridge is a 39 ft (11.89 m) concrete continuous t-beam, fixed. The bridge was primarily built by McKenzie Construction Company. The bridge was primarily designed by Terrell Bartlett Engineers of San Antonio, Texas. | 29.425131 | -98.491353 | North St. Mary's Street | San Antonio River | San Antonio | Bexar County, Texas | Texas | United States | Concrete | T-Beam | Fixed | 0 | Continuous | 2 | 0 | 0 | 1925 | 0 | McKenzie Construction Company | Terrell Bartlett Engineers of San Antonio, Texas | 3 | 5 | 39 | 11.89 | 78 | 23.77 | 34 | 10.36 | https://historicbridges.org/texas/northstmarysstreetbridgesouth/little_northstmarysstreetbridgesouth_5014_5_6r_small.jpg | https://historicbridges.org/texas/northstmarysstreetbridgesouth/little_northstmarysstreetbridgesouth_5014_5_6r.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/northstmarysstreetbridgesouth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.425131,-98.491353 | |||||||||||||||
| 7228 | Hilton Hotel River Walk Bridge | This is one of several attractive pedestrian footbridges that form part of the river walk. The technical description of the main or most noteworthy span of the bridge is a concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Works Progress Administration Forces. The bridge was primarily designed by Robert H.H. Hugman. | 29.422387 | -98.488064 | San Antonio River Walk | San Antonio River | San Antonio | Bexar County, Texas | Texas | United States | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1941 | 0 | Works Progress Administration Forces | Robert H.H. Hugman | 5 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/texas/hiltonriverwalk/little_hiltonriverwalk_3556_7_8r_small.jpg | https://historicbridges.org/texas/hiltonriverwalk/little_hiltonriverwalk_3556_7_8r.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/hiltonriverwalk/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.422387,-98.488064 | ||||||||||||||
| 7229 | Pine Plains Road Bridge | This is a regionally extremely rare surviving example of a highway deck truss, and is unusual nationwide as a short span deck truss. The technical description of the main or most noteworthy span of the bridge is a metal arch, fixed. The bridge was primarily built by Unknown. | 44.226461 | -79.957289 | Pine Plains Road (Sideroad 17 Adjala-Tosorontio) | Pine River | Adjala-Tosorontio | Simcoe County, Ontario | Ontario | Canada | Metal | Arch | Fixed | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 2 | 0 | 0 | Unknown | 7 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/pinesplains/little_20200714_150035_small.jpg | https://historicbridges.org/ontario/pinesplains/little_20200714_150035.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/pinesplains/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.226461,-79.957289 | |||||||||||||
| 7230 | Weisenberg Road Bridge | This is an early and rare surviving example of a concrete through girder in Ontario. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) concrete through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Bowman and Connor of Toronto and Kitchener, Ontario. | 43.594235 | -80.425294 | Weisenberg Road | Cox Creek | Woolwich and Centre Wellington | Waterloo Region, Ontario and Wellington County, Ontario | Ontario | Canada | Concrete | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1920 | 0 | Unknown | Bowman and Connor of Toronto and Kitchener, Ontario | 7 | 7 | 45 | 13.72 | 45 | 13.72 | 17 | 5.18 | https://historicbridges.org/ontario/weisenbergroadcoxcreek/little_20200725_153704_small.jpg | https://historicbridges.org/ontario/weisenbergroadcoxcreek/little_20200725_153704.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/weisenbergroadcoxcreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.594235,-80.425294 | |||||||||||||||
| 7231 | 9th Line Railway Overpass | This timber railway overpass bridge is noted for its humped deck and narrow roadway. The technical description of the main or most noteworthy span of the bridge is a 91 ft (27.74 m) wood stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 44.084578 | -79.819548 | 9th Line | Railroad (Canadian Pacific) | New Tecumseth | Simcoe County, Ontario | Ontario | Canada | Wood | Stringer (Multi-Beam) | Fixed | 0 | 6 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 91 | 27.74 | 91 | 27.74 | 0 | 0 | https://historicbridges.org/ontario/9thlinenewtechumseh/little_20200714_190550_small.jpg | https://historicbridges.org/ontario/9thlinenewtechumseh/little_20200714_190550.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/9thlinenewtechumseh/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.084578,-79.819548 | |||||||||||||||||
| 7232 | 7th Line Railway Overpass | This is an uncommon example of a rural concrete arch railway overpass bridge. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 44.060981 | -79.805939 | 7th Line | Railroad (Canadian Pacific) | New Tecumseth | Simcoe County, Ontario | Ontario | Canada | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 6 | 24 | 7.32 | 24 | 7.32 | 33.5 | 10.21 | https://historicbridges.org/ontario/cp7th/little_20200714_192047_small.jpg | https://historicbridges.org/ontario/cp7th/little_20200714_192047.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/cp7th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.060981,-79.805939 | |||||||||||||||
| 7233 | Little's Bridge | This small scale bridge is noted as a very early surviving example of a reinforced concrete bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a 22.6 ft (6.89 m) concrete slab, fixed. The bridge was primarily built by Unknown. | 43.453800 | -80.163552 | Sideroad 25 North | Aberfoyle Creek | Puslinch | Wellington County, Ontario | Ontario | Canada | Concrete | Slab | Fixed | 0 | 1 | 0 | 0 | 1910 | 0 | Unknown | 5 | 5 | 22.6 | 6.89 | 22.6 | 6.89 | 13.8 | 4.21 | https://historicbridges.org/ontario/littlesbridge/little_20190329_173422_small.jpg | https://historicbridges.org/ontario/littlesbridge/little_20190329_173422.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/littlesbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.453800,-80.163552 | |||||||||||||||||
| 7234 | Lexington Avenue Bridge | 4th Street Bridge | While perhaps of limited significance individually, this bridge is notable as the large group of bridges found over the San Antonio River near the center of the city. The technical description of the main or most noteworthy span of the bridge is a 42 ft (12.8 m) concrete continuous t-beam, fixed. The bridge was primarily built by Pryor and Jeffrey. The bridge was primarily designed by C. Raeber. | 29.431428 | -98.488379 | Lexington Avenue (4th Street) | San Antonio River | San Antonio | Bexar County, Texas | Texas | United States | Concrete | T-Beam | Fixed | 0 | Continuous | 2 | 0 | 0 | 1926 | 0 | Pryor and Jeffrey | C. Raeber | 3 | 5 | 42 | 12.8 | 103 | 31.39 | 39 | 11.89 | https://historicbridges.org/texas/lexington4th/little_lexington4th_5581_small.jpg | https://historicbridges.org/texas/lexington4th/little_lexington4th_5581.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/lexington4th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.431428,-98.488379 | ||||||||||||||
| 7235 | Market Street Bridge West | While perhaps of limited significance individually, this bridge is notable as the large group of bridges found over the San Antonio River near the center of the city. The technical description of the main or most noteworthy span of the bridge is a 36 ft (10.97 m) concrete continuous t-beam, fixed. The bridge was primarily built by Unknown. | 29.424205 | -98.492677 | Market Street | San Antonio River | San Antonio | Bexar County, Texas | Texas | United States | Concrete | T-Beam | Fixed | 0 | Continuous | 2 | 0 | 0 | 1927 | 0 | Unknown | 3 | 5 | 36 | 10.97 | 72 | 21.95 | 45 | 13.72 | https://historicbridges.org/texas/marketstreetbridgewest/little_marketstreetbridgewest_2619_20_21r_small.jpg | https://historicbridges.org/texas/marketstreetbridgewest/little_marketstreetbridgewest_2619_20_21r.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/marketstreetbridgewest/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.424205,-98.492677 | ||||||||||||||||
| 7236 | Market Street Bridge Middle | While perhaps of limited significance individually, this bridge is notable as the large group of bridges found over the San Antonio River near the center of the city. The technical description of the main or most noteworthy span of the bridge is a 43 ft (13.11 m) concrete continuous t-beam, fixed. The bridge was primarily built by Pryor and Jeffrey. The bridge was primarily designed by C. Raeber. | 29.423044 | -98.487967 | Market Street | San Antonio River | San Antonio | Bexar County, Texas | Texas | United States | Concrete | T-Beam | Fixed | 0 | Continuous | 2 | 0 | 0 | 1926 | 0 | Pryor and Jeffrey | C. Raeber | 3 | 5 | 43 | 13.11 | 90 | 27.43 | 42.3 | 12.89 | https://historicbridges.org/texas/marketstreetbridgemiddle/little_marketstreetbridgemiddle_3562_3_4r_small.jpg | https://historicbridges.org/texas/marketstreetbridgemiddle/little_marketstreetbridgemiddle_3562_3_4r.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/marketstreetbridgemiddle/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.423044,-98.487967 | |||||||||||||||
| 7237 | Martin Street Bridge | While perhaps of limited significance individually, this bridge is notable as the large group of bridges found over the San Antonio River near the center of the city. The technical description of the main or most noteworthy span of the bridge is a 52.2 ft (15.91 m) concrete continuous t-beam, fixed. The bridge was primarily built by J. G. Jeffery. The bridge was primarily designed by C. Raeber. | 29.429264 | -98.492500 | Martin Street | San Antonio River | San Antonio | Bexar County, Texas | Texas | United States | Concrete | T-Beam | Fixed | 0 | Continuous | 2 | 0 | 0 | 1927 | 0 | J. G. Jeffery | C. Raeber | 1 | 3 | 52.2 | 15.91 | 106 | 32.31 | 38 | 11.58 | https://historicbridges.org/texas/martinstreetbridge/little_martinstreetbridge_6571_2_3r_small.jpg | https://historicbridges.org/texas/martinstreetbridge/little_martinstreetbridge_6571_2_3r.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/martinstreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.429264,-98.492500 | |||||||||||||||
| 7238 | Plum Creek Bridge | Bypassed and abandoned, this bridge features a relatively small state design through truss span and a long series of approach spans. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Virginia Bridge and Iron Company of Roanoke, Virginia and Grant Williams of Oklahoma City, Oklahoma. The bridge was primarily designed by Texas Highway Department. | 29.654946 | -97.599771 | US-90 and US-183 (Abandoned Alignment) | Plum Creek | Rural | Caldwell County, Texas | Texas | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | Concrete | Girder | Fixed | 0 | 36 | 1931 | 0 | Virginia Bridge and Iron Company of Roanoke, Virginia and Grant Williams of Oklahoma City, Oklahoma | Texas Highway Department | 6 | 6 | 120 | 36.58 | 1205 | 367.28 | 22 | 6.71 | https://historicbridges.org/texas/oldus90plumcreekbridge/little_oldus90plumcreekbridge_9173_small.jpg | https://historicbridges.org/texas/oldus90plumcreekbridge/little_oldus90plumcreekbridge_9173.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/oldus90plumcreekbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.654946,-97.599771 | ||||||||||
| 7239 | Pont Morisset (Morisset Bridge) | Pont de Morisset-Station (Morisset-Station Bridge) | This very unusually configured riveted deck truss highway bridge was rehabilitated in 2019. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) metal cantilever rivet-connected Baltimore deck truss, fixed. The bridge was primarily built by Eastern Canada Steel and Iron Works of Montréal, Québec. | 46.251770 | -70.541000 | QC-275 | Rivière Famine | Saint-Prosper | Chaudiére-Appalaches, Québec | Québec | Canada | Metal | Baltimore | Rivet-Connected | Deck | Truss | Fixed | 14 | Cantilever | 3 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1928 | 2019 | Eastern Canada Steel and Iron Works of Montréal, Québec | 8 | 8 | 170 | 51.82 | 398.5 | 121.46 | 19 | 5.79 | https://historicbridges.org/quebec/saintprosper/little_saintprosper_6323_4_5raa_small.jpg | https://historicbridges.org/quebec/saintprosper/little_saintprosper_6323_4_5raa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/saintprosper/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.251770,-70.541000 | |||||||||
| 7240 | Pont de Dewittville (Dewittville Bridge) | This classic riveted through truss bridge has been closed to traffic. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 45.113360 | -74.094090 | Chemin du Pont Dewittville (Montée de Rockburn) | Rivière Châteauguay | Dewittville (Godmanchester) | Montérégie, Québec | Québec | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 0 | 2021 | Unknown | 6 | 6 | 110 | 33.53 | 110 | 33.53 | 0 | 0 | https://historicbridges.org/quebec/dewittville/little_dewittville_7469aa_small.jpg | https://historicbridges.org/quebec/dewittville/little_dewittville_7469aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/dewittville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.113360,-74.094090 | ||||||||||||||
| 7241 | Pont Ferroviaire de la Rivière l'Acadie (Arcadia River Railway Bridge) | This abandoned railway through truss is noted for its decorative portal bracing design. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 45.451490 | -73.309620 | Railroad (Abandoned Canadian National) | Rivière l'Acadie | Chambly and Carignan | Montérégie, Québec | Québec | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 120 | 36.58 | 0 | 0 | 0 | 0 | https://historicbridges.org/quebec/chambly/little_chambly_9485aa_small.jpg | https://historicbridges.org/quebec/chambly/little_chambly_9485aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/chambly/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.451490,-73.309620 | ||||||||||||||
| 7242 | Vida Shaw Bridge | This is one of the most significant highway swing bridges in Louisiana, and it has had an uncertain future after having been closed to traffic for many years. The technical description of the main or most noteworthy span of the bridge is a 147.3 ft (44.9 m) metal multiple-type-connected Warren through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Daniel Jeffrey and Sons Inc. of Jeanerette, Louisiana. The bridge was primarily designed by Thomas J. Jones. | 30.032917 | -91.736699 | Vida Shaw Road | Bayou Teche | Rural | Iberia Parish, Louisiana | Louisiana | United States | Metal | Warren | Multiple-Type-Connected | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 9 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 3 | 1940 | 0 | Daniel Jeffrey and Sons Inc. of Jeanerette, Louisiana | Thomas J. Jones | 7 | 9 | 147.3 | 44.9 | 202 | 61.57 | 13.1 | 3.99 | https://historicbridges.org/louisiana/vidashawbridge/little_img_vidashawbridge_0701_small.jpg | https://historicbridges.org/louisiana/vidashawbridge/little_img_vidashawbridge_0701.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/vidashawbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.032917,-91.736699 | |||||||||
| 7243 | Loreauville Bridge | This bridge is one of a significant number of vertical lift bridges built in Louisiana from the 1930s through the 1960s. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) metal deck girder, movable: vertical lift, Tower Drive. The bridge was primarily built by Unknown. The bridge was primarily designed by Louisiana Department of Highways. | 30.056890 | -91.740195 | LA-344 | Bayou Teche | Loreauville | Iberia Parish, Louisiana | Louisiana | United States | Metal | Deck | Girder | Movable: Vertical Lift | Tower Drive | 0 | 1 | Concrete | Slab | Fixed | 0 | 8 | 1964 | 0 | Unknown | Louisiana Department of Highways | 5 | 5 | 65 | 19.81 | 226 | 68.88 | 24.3 | 7.41 | https://historicbridges.org/louisiana/loreauville/little_img_loreauville_0693_small.jpg | https://historicbridges.org/louisiana/loreauville/little_img_loreauville_0693.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/loreauville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.056890,-91.740195 | |||||||||||
| 7244 | Milton Bridge | This bridge is one of a significant number of vertical lift bridges built in Louisiana from the 1930s through the 1960s. The technical description of the main or most noteworthy span of the bridge is a 96 ft (29.26 m) metal deck girder, movable: vertical lift, Tower Drive. The bridge was primarily built by Unknown. The bridge was primarily designed by Louisiana Department of Highways. | 30.103841 | -92.079777 | LA-92 (Milton Road) | Bayou Vermilion (Vermilion River) | Milton | Lafayette Parish, Louisiana and Vermilion Parish, Louisiana | Louisiana | United States | Metal | Deck | Girder | Movable: Vertical Lift | Tower Drive | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 6 | 1948 | 0 | Unknown | Louisiana Department of Highways | 6 | 5 | 96 | 29.26 | 336 | 102.41 | 24 | 7.32 | https://historicbridges.org/louisiana/bayouvermilionla92bridge/little_img_bayouvermilionla92bridge_0664_small.jpg | https://historicbridges.org/louisiana/bayouvermilionla92bridge/little_img_bayouvermilionla92bridge_0664.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/bayouvermilionla92bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.103841,-92.079777 | |||||||||||
| 7245 | Perry Bridge | This bridge is one of a significant number of vertical lift bridges built in Louisiana from the 1930s through the 1960s. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal deck girder, movable: vertical lift, Tower Drive. The bridge was primarily built by Unknown. The bridge was primarily designed by Louisiana Department of Highways. | 29.951395 | -92.156350 | LA-82 (Elm Street) | Bayou Vermilion (Vermilion River) | Perry | Vermilion Parish, Louisiana | Louisiana | United States | Metal | Deck | Girder | Movable: Vertical Lift | Tower Drive | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 10 | 1955 | 0 | Unknown | Louisiana Department of Highways | 5 | 5 | 75 | 22.86 | 383 | 116.74 | 24 | 7.32 | https://historicbridges.org/louisiana/bayouvermilionla82bridge/little_bayouvermilionla82bridge_brg_3048_small.jpg | https://historicbridges.org/louisiana/bayouvermilionla82bridge/little_bayouvermilionla82bridge_brg_3048.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/bayouvermilionla82bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.951395,-92.156350 | |||||||||||
| 7246 | Abbeville Bridge | Veterans Memorial Bridge | This bridge is one of a significant number of vertical lift bridges built in Louisiana from the 1930s through the 1960s. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal deck girder, movable: vertical lift, Tower Drive. The bridge was primarily built by Unknown. The bridge was primarily designed by Louisiana Department of Highways. | 29.975022 | -92.139112 | LA-14 (Pere Megret Street) | Bayou Vermilion (Vermilion River) | Abbeville | Vermilion Parish, Louisiana | Louisiana | United States | Metal | Deck | Girder | Movable: Vertical Lift | Tower Drive | 0 | 1 | Concrete | T-Beam | Fixed | 0 | 4 | 1938 | 0 | Unknown | Louisiana Department of Highways | 6 | 6 | 75 | 22.86 | 241 | 73.46 | 24 | 7.32 | https://historicbridges.org/louisiana/bayouvermilionla14bridge/little_img_bayouvermilionla14bridge_0663_small.jpg | https://historicbridges.org/louisiana/bayouvermilionla14bridge/little_img_bayouvermilionla14bridge_0663.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/bayouvermilionla14bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.975022,-92.139112 | ||||||||||
| 7247 | LA-14 Bypass Bridge | This bridge is one of a significant number of vertical lift bridges built in Louisiana from the 1930s through the 1960s. The technical description of the main or most noteworthy span of the bridge is a 73.2 ft (22.31 m) metal stringer (multi-beam), movable: vertical lift. The bridge was primarily built by Coastal Contractors Inc. of Baton Rouge, Louisiana and Orleans Materials and Equipment Company of New Orleans, Louisiana. The bridge was primarily designed by Louisiana Department of Highways. | 29.983545 | -92.136581 | LA-14 Bypass (Veterans Memorial Drive) | Bayou Vermilion (Vermilion River) | Abbeville | Vermilion Parish, Louisiana | Louisiana | United States | Metal | Stringer (Multi-Beam) | Movable: Vertical Lift | 0 | 1 | Concrete | Slab | Fixed | Tower Drive | 0 | 12 | 1964 | 0 | Coastal Contractors Inc. of Baton Rouge, Louisiana and Orleans Materials and Equipment Company of New Orleans, Louisiana | Louisiana Department of Highways | 5 | 5 | 73.2 | 22.31 | 353 | 107.59 | 53.2 | 16.22 | https://historicbridges.org/louisiana/bayouvermilionla14bypassbridge/little_bayouvermilionla14bypassbridge_brg_3345_6_7vib_small.jpg | https://historicbridges.org/louisiana/bayouvermilionla14bypassbridge/little_bayouvermilionla14bypassbridge_brg_3345_6_7vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/bayouvermilionla14bypassbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.983545,-92.136581 | ||||||||||||
| 7248 | Claiborne Avenue Bridge | Judge Seeber Bridge | This vertical lift bridge which also includes a long approach system stands out in Louisiana for its large size. The technical description of the main or most noteworthy span of the bridge is a 360 ft (109.73 m) metal rivet-connected Polygonal Warren through truss, movable: vertical lift, Tower Drive. The bridge was primarily built by Boh Brothers Construction Company of New Orleans, Louisiana. The bridge was primarily designed by Louisiana Department of Highways (Sidney Poleynard). | 29.969021 | -90.025600 | Claiborne Avenue (LA-39) | Inner Harbor Navigation Canal (Industrial Canal) | New Orleans | Orleans Parish, Louisiana | Louisiana | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Movable: Vertical Lift | Tower Drive | 12 | 1 | Metal | Deck | Girder | Fixed | 0 | 22 | 1957 | 0 | Boh Brothers Construction Company of New Orleans, Louisiana | Louisiana Department of Highways (Sidney Poleynard) | 6 | 7 | 360 | 109.73 | 1535 | 467.87 | 54 | 16.46 | https://historicbridges.org/louisiana/claiborneavenuebridge/little_claiborneavenuebridge_brg_4464_small.jpg | https://historicbridges.org/louisiana/claiborneavenuebridge/little_claiborneavenuebridge_brg_4464.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/claiborneavenuebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.969021,-90.025600 | |||||||
| 7249 | ! | Pearlington Bridge | East Pearl River Bridge | This bridge is noted as one of the largest swing bridges in the region, both in terms of swing span size and overall bridge length. The technical description of the main or most noteworthy span of the bridge is a 280 ft (85.34 m) metal rivet-connected Parker through truss, movable: swing, Center Pier. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. | 30.239057 | -89.614839 | US-90 (Chef Menteur Highway) | East Pearl River | Pearlington | St. Tammany Parish, Louisiana, and Hancock County, Mississippi | Louisiana and Mississippi | United States | Metal | Parker | Rivet-Connected | Through | Truss | Movable: Swing | Center Pier | 0 | 1 | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 7 | 16 | 1933 | 0 | Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin | 7 | 7 | 280 | 85.34 | 961 | 292.91 | 24 | 7.32 | https://historicbridges.org/louisiana/eastpearlriverus90bridge/little_eastpearlriverus90bridge_brg_3267_small.jpg | https://historicbridges.org/louisiana/eastpearlriverus90bridge/little_eastpearlriverus90bridge_brg_3267.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/eastpearlriverus90bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.239057,-89.614839 | |||||
| 7250 | Chef Menteur Pass Bridge | Fort Macomb Bridge | This large swing span is complimented by large fixed approach truss spans, and is among the largest swing bridges in the region. The technical description of the main or most noteworthy span of the bridge is a 270 ft (82.3 m) metal rivet-connected Polygonal Warren through truss, movable: swing, Center Pier. The bridge was primarily built by Unknown. The bridge was primarily designed by Louisiana Highway Commission (E. L. Erickson). | 30.067630 | -89.804434 | US-90 (Chef Menteur Highway) | Chef Menteur Pass | New Orleans | Orleans Parish, Louisiana | Louisiana | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Movable: Swing | Center Pier | 12 | 1 | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 12 | 19 | 1929 | 0 | Unknown | Louisiana Highway Commission (E. L. Erickson) | 7 | 7 | 270 | 82.3 | 1175 | 358.14 | 20 | 6.1 | https://historicbridges.org/louisiana/chefmenteurpassbridge/little_chefmenteurpassbridge_brg_4528_small.jpg | https://historicbridges.org/louisiana/chefmenteurpassbridge/little_chefmenteurpassbridge_brg_4528.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/chefmenteurpassbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.067630,-89.804434 | |||||
| 7251 | ! | White Kitchen Bridge | West Pearl River Bridge | This bridge is an outstanding example of a through truss vertical lift bridge of small scale. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal rivet-connected Warren through truss, movable: vertical lift, Span Drive. The bridge was primarily built by W. Horace Williams Company of New Orleans, Louisiana. The bridge was primarily designed by Louisiana Highway Commission. | 30.231192 | -89.668749 | US-90 (Chef Menteur Highway) | West Pearl River | White Kitchen | St. Tammany Parish, Louisiana | Louisiana | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Vertical Lift | Span Drive | 5 | 1 | Concrete | T-Beam | Fixed | 0 | 16 | 1933 | 1978 | W. Horace Williams Company of New Orleans, Louisiana | Louisiana Highway Commission | 7 | 7 | 110 | 33.53 | 570 | 173.74 | 24 | 7.32 | https://historicbridges.org/louisiana/westpearlriverus90bridge/little_westpearlriverus90bridge_brg_2583_small.jpg | https://historicbridges.org/louisiana/westpearlriverus90bridge/little_westpearlriverus90bridge_brg_2583.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/westpearlriverus90bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.231192,-89.668749 | |||||||
| 7252 | ! | US-90 Middle Middle Pearl River Bridge | This is one of a trio of multi-span pony truss bridges along this stretch of road. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. | 30.235568 | -89.638785 | US-90 (Chef Menteur Highway) | Middle Middle Pearl River | Rural | St. Tammany Parish, Louisiana | Louisiana | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 10 | 3 | Concrete | T-Beam | Fixed | 0 | 12 | 1933 | 0 | Unknown | 6 | 6 | 80 | 24.38 | 582 | 177.39 | 24 | 7.32 | https://historicbridges.org/louisiana/middlemiddlepearlriverus90bridge/little_middlemiddlepearlriverus90bridge_brg_2979_small.jpg | https://historicbridges.org/louisiana/middlemiddlepearlriverus90bridge/little_middlemiddlepearlriverus90bridge_brg_2979.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/middlemiddlepearlriverus90bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.235568,-89.638785 | ||||||||||
| 7253 | ! | US-90 East Middle Pearl River Bridge | This is one of a trio of multi-span pony truss bridges along this stretch of road. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. | 30.236983 | -89.629083 | US-90 (Chef Menteur Highway) | East Middle Pearl River | Rural | St. Tammany Parish, Louisiana | Louisiana | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 10 | 3 | Concrete | T-Beam | Fixed | 0 | 12 | 1933 | 0 | Unknown | 6 | 6 | 80 | 24.38 | 582 | 177.39 | 24 | 7.32 | https://historicbridges.org/louisiana/eastmiddlepearlriverus90bridge/little_eastmiddlepearlriverus90bridge_brg_3168_small.jpg | https://historicbridges.org/louisiana/eastmiddlepearlriverus90bridge/little_eastmiddlepearlriverus90bridge_brg_3168.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/eastmiddlepearlriverus90bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.236983,-89.629083 | ||||||||||
| 7254 | ! | US-90 West Middle River Bridge | This is one of a trio of multi-span pony truss bridges along this stretch of road. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. | 30.234513 | -89.646031 | US-90 (Chef Menteur Highway) | West Middle River | Rural | St. Tammany Parish, Louisiana | Louisiana | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 10 | 3 | Concrete | T-Beam | Fixed | 0 | 12 | 1933 | 0 | Unknown | 6 | 6 | 80 | 24.38 | 582 | 177.39 | 24 | 7.32 | https://historicbridges.org/louisiana/westmiddleriverus90bridge/little_westmiddleriverus90bridge_brg_2889_small.jpg | https://historicbridges.org/louisiana/westmiddleriverus90bridge/little_westmiddleriverus90bridge_brg_2889.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/westmiddleriverus90bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.234513,-89.646031 | ||||||||||
| 7255 | Seabrook Railroad Bridge | This bridge is one of three impressive Strauss heel-trunnion bascule bridges on this canal. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Warren through truss, movable: single leaf bascule, Heel Trunnion. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. | 30.031323 | -90.034575 | Railroad (Norfolk Southern) and Former Hayne Boulevard (Highway Deck Removed) | Inner Harbor Navigation Canal (Industrial Canal) | New Orleans | Orleans Parish, Louisiana | Louisiana | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Single Leaf Bascule | Heel Trunnion | 7 | 1 | 0 | 0 | 1923 | 2014 | Bethlehem Steel Company of Bethlehem, Pennsylvania | Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois | 7 | 8 | 120 | 36.58 | 266 | 81.08 | 0 | 0 | https://historicbridges.org/louisiana/seabrookbridge/little_seabrookbridge_brg_3924_small.jpg | https://historicbridges.org/louisiana/seabrookbridge/little_seabrookbridge_brg_3924.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/seabrookbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.031323,-90.034575 | ||||||||||||
| 7256 | Alamonster Avenue Bridge | This bridge is one of three impressive Strauss heel-trunnion bascule bridges on this canal. The technical description of the main or most noteworthy span of the bridge is a 117 ft (35.66 m) metal rivet-connected Warren through truss, movable: single leaf bascule, Heel Trunnion. The bridge was primarily built by Unknown. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. | 30.004576 | -90.025891 | Railroad (CSX) and Former Alamonster Avenue | Inner Harbor Navigation Canal (Industrial Canal) | New Orleans | Orleans Parish, Louisiana | Louisiana | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Single Leaf Bascule | Heel Trunnion | 7 | 1 | 0 | 0 | 1920 | 0 | Unknown | Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois | 7 | 8 | 117 | 35.66 | 282 | 85.95 | 0 | 0 | https://historicbridges.org/louisiana/almonasteravenuebridge/little_almonasteravenuebridge_brg_4200_small.jpg | https://historicbridges.org/louisiana/almonasteravenuebridge/little_almonasteravenuebridge_brg_4200.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/almonasteravenuebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.004576,-90.025891 | ||||||||||||
| 7257 | Duperior Bridge | In a state known for swing and lift bridges on its highways, this handsome double-leaf bascule bridge stands out as rare. The technical description of the main or most noteworthy span of the bridge is a 74 ft (22.56 m) metal Variable Depth deck girder, fixed, Rolling Lift. The bridge was primarily built by Vincennes Steel Corporation of Vincennes, Indiana (Vincennes Bridge Company of Vincennes, Indiana). The bridge was primarily designed by Louisiana Highway Commission. | 30.006146 | -91.816778 | Duperior Avenue (LA-86, Bridge Street) | Bayou Teche | New Iberia | Iberia Parish, Louisiana | Louisiana | United States | Metal | Variable Depth | Deck | Girder | Fixed | Rolling Lift | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 1941 | 0 | Vincennes Steel Corporation of Vincennes, Indiana (Vincennes Bridge Company of Vincennes, Indiana) | Louisiana Highway Commission | 6 | 7 | 74 | 22.56 | 241 | 73.46 | 0 | 0 | https://historicbridges.org/louisiana/duperierbridge/little_duperierbridge_brg_2262_small.jpg | https://historicbridges.org/louisiana/duperierbridge/little_duperierbridge_brg_2262.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/duperierbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.006146,-91.816778 | ||||||||||
| 7258 | Bayou Black Bridge | This is a very unusual lightweight deck truss vertical lift bridge that has had all traces of its lift towers removed. The technical description of the main or most noteworthy span of the bridge is a 61 ft (18.59 m) metal rivet-connected Warren deck truss, movable: vertical lift, Span Drive. The bridge was primarily built by Robinson and Young of Baton Rouge, Louisiana. The bridge was primarily designed by Louisiana Highway Commission. | 29.684895 | -90.998569 | LA-182 (Bayou Black Drive) (Old US-90 Alignment) | Bayou Black | Rural | Terrebonne Parish, Louisiana | Louisiana | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Movable: Vertical Lift | Span Drive | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 6 | 1946 | 0 | Robinson and Young of Baton Rouge, Louisiana | Louisiana Highway Commission | 6 | 7 | 61 | 18.59 | 189 | 57.61 | 24 | 7.32 | https://historicbridges.org/louisiana/bayoublackbridge/little_bayoublackbridge_brg_8856_small.jpg | https://historicbridges.org/louisiana/bayoublackbridge/little_bayoublackbridge_brg_8856.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/bayoublackbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.684895,-90.998569 | |||||||||
| 7259 | Lockport Company Canal Bridge | This bridge is a good example of a state standard 150 foot vertical lift bridge,and it has a different appearance from shorter lift bridges in the state. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal through girder, movable: vertical lift, Tower Drive. The bridge was primarily built by Unknown. The bridge was primarily designed by Louisiana Highway Commission. | 29.644966 | -90.544757 | LA-1 (Crescent Avenue) | Company Canal | Lockport | Lafourche Parish, Louisiana | Louisiana | United States | Metal | Through | Girder | Movable: Vertical Lift | Tower Drive | 0 | 1 | Concrete | Slab | Fixed | 0 | 10 | 1959 | 0 | Unknown | Louisiana Highway Commission | 6 | 6 | 150 | 45.72 | 370 | 112.78 | 28 | 8.53 | https://historicbridges.org/louisiana/lockportcompanycanalbridge/little_lockportcompanycanalbridge_brg_8286_small.jpg | https://historicbridges.org/louisiana/lockportcompanycanalbridge/little_lockportcompanycanalbridge_brg_8286.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/lockportcompanycanalbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.644966,-90.544757 | |||||||||||
| 7260 | Charenton Bridge | This is one of a number of surviving standard plan pony truss swing bridges in the state. The technical description of the main or most noteworthy span of the bridge is a 210 ft (64.01 m) metal rivet-connected Polygonal Warren pony truss, movable: swing, Center Bearing Center Pier. The bridge was primarily built by Austin Bridge Company of Dallas, Texas. The bridge was primarily designed by Louisiana Highway Commission. | 29.886904 | -91.523301 | LA-324 (Convent Street) | Bayou Teche | Charenton | St. Mary Parish, Louisiana | Louisiana | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Movable: Swing | Center Bearing Center Pier | 16 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 6 | 1941 | 0 | Austin Bridge Company of Dallas, Texas | Louisiana Highway Commission | 6 | 6 | 210 | 64.01 | 350 | 106.68 | 0 | 0 | https://historicbridges.org/louisiana/bayoutechela324bridge/little_bayoutechela324bridge_brg_1836_small.jpg | https://historicbridges.org/louisiana/bayoutechela324bridge/little_bayoutechela324bridge_brg_1836.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/bayoutechela324bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.886904,-91.523301 | |||||||||
| 7261 | Parks Bridge | This bridge is one of a significant number of vertical lift bridges built in Louisiana from the 1930s through the 1960s. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal deck girder, fixed, Tower Drive. The bridge was primarily built by Unknown. The bridge was primarily designed by Louisiana Highway Commission. | 30.217002 | -91.826849 | LA-350 (Bridge Street) | Bayou Teche | Parks | St. Martin Parish, Louisiana | Louisiana | United States | Metal | Deck | Girder | Fixed | Tower Drive | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 7 | 1950 | 0 | Unknown | Louisiana Highway Commission | 6 | 6 | 50 | 15.24 | 247 | 75.29 | 24 | 7.32 | https://historicbridges.org/louisiana/parksbridge/little_img_parksbridge_0685_small.jpg | https://historicbridges.org/louisiana/parksbridge/little_img_parksbridge_0685.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/parksbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.217002,-91.826849 | |||||||||||
| 7262 | St. John Bridge | Levert - St. John Bridge | This abandoned bridge is a very rare example of a pin-connected swing truss bridge in Louisiana. The technical description of the main or most noteworthy span of the bridge is a 227 ft (69.19 m) metal pin-connected Warren through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Unknown. | 30.158521 | -91.812402 | St. John Bridge Road (Abandoned) and Railroad (Abandoned) | Bayou Teche | Rural (St. John) | St. Martin Parish, Louisiana | Louisiana | United States | Metal | Warren | Pin-Connected | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 0 | 1 | 0 | 0 | 1895 | 0 | Unknown | 7 | 9 | 227 | 69.19 | 264 | 80.47 | 14.4 | 4.39 | https://historicbridges.org/louisiana/stjohnbridge/little_stjohnbridge_brg_4365_small.jpg | https://historicbridges.org/louisiana/stjohnbridge/little_stjohnbridge_brg_4365.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/stjohnbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.158521,-91.812402 | ||||||||||||
| 7263 | St. Martinville Bridge | This is a small riveted deck plate girder swing bridge that sits very close to the water level. The technical description of the main or most noteworthy span of the bridge is a 133 ft (40.54 m) metal deck girder, movable: swing, Center Bearing Center Pier. The bridge was primarily built by Unknown. The bridge was primarily designed by Louisiana Highway Commission. | 30.123130 | -91.826610 | LA-96 (Bridge Street) | Bayou Teche | St. Martinville | St. Martin Parish, Louisiana | Louisiana | United States | Metal | Deck | Girder | Movable: Swing | Center Bearing Center Pier | 0 | 1 | Concrete | T-Beam | Fixed | 0 | 3 | 1942 | 0 | Unknown | Louisiana Highway Commission | 6 | 6 | 133 | 40.54 | 230 | 70.1 | 24 | 7.32 | https://historicbridges.org/louisiana/stmartinville/little_img_stmartinville_0690_small.jpg | https://historicbridges.org/louisiana/stmartinville/little_img_stmartinville_0690.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/stmartinville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.123130,-91.826610 | |||||||||||
| 7264 | St. Claude Avenue Bridge | This impressive Strauss heel-trunnion bascule bridge carries vehicular traffic on three different decks. The technical description of the main or most noteworthy span of the bridge is a 137 ft (41.76 m) metal rivet-connected Pratt through truss, movable: single leaf bascule, Heel Trunnion. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. | 29.963899 | -90.027481 | St. Claude Avenue (LA-46) | Inner Harbor Navigation Canal (Industrial Canal) | New Orleans | Orleans Parish, Louisiana | Louisiana | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Movable: Single Leaf Bascule | Heel Trunnion | 6 | 1 | 0 | 0 | 1919 | 0 | Bethlehem Steel Company of Bethlehem, Pennsylvania | Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois | 7 | 8 | 137 | 41.76 | 137 | 41.76 | 24 | 7.32 | https://historicbridges.org/louisiana/stclaudeavenuebridge/little_stclaudeavenuebridge_brg_4699_small.jpg | https://historicbridges.org/louisiana/stclaudeavenuebridge/little_stclaudeavenuebridge_brg_4699.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/stclaudeavenuebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.963899,-90.027481 | ||||||||||||
| 7265 | Arnprior Railway Bridge | With an 1893 construction date, this bridge is one of the oldest known (dated) rivet-connected truss bridges in Ontario. The technical description of the main or most noteworthy span of the bridge is a 165 ft (50.29 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. | 45.429424 | -76.351153 | Railroad (Abandoned Canadian National Renfrew Subdivision) | Madawaska River | Arnprior | Renfrew County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 10 | 2 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 0 | 1893 | 0 | Dominion Bridge Company of Montréal, Québec | 8 | 9 | 165 | 50.29 | 413 | 125.88 | 0 | 0 | https://historicbridges.org/ontario/arnprior/little_ian_0129_small.jpg | https://historicbridges.org/ontario/arnprior/little_ian_0129.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/arnprior/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.429424,-76.351153 | |||||||||||
| 7266 | ! | Krugerdorf Bridge | This is a unique timber Howe truss presented in an unusual polygonal configuration. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Howe through truss, fixed. The bridge was primarily built by Unknown. | 47.928339 | -79.900321 | Pacaud Chamberlain Boundary Road | Blanche River | Chamberlain Township (Krugerdorf) | Timiskaming District, Ontario | Ontario | Canada | Metal | Howe | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | Unknown | 9 | 9 | 0 | 0 | 197 | 60.05 | 0 | 0 | https://historicbridges.org/ontario/krugerdorf/little_ian_0020edit_small.jpg | https://historicbridges.org/ontario/krugerdorf/little_ian_0020edit.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/krugerdorf/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.928339,-79.900321 | ||||||||||
| 7267 | Harmans Road Bridge | This is a rare surviving example of a highway Baltimore truss bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Unknown. | 47.794512 | -79.855289 | Harmans Road | St. Jean Baptiste Creek | Evantural Township | Timiskaming District, Ontario | Ontario | Canada | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 0 | 0 | Unknown | 8 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/harmansroad/little_harmansroadbridge_small.jpg | https://historicbridges.org/ontario/harmansroad/little_harmansroadbridge.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/harmansroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.794512,-79.855289 | ||||||||||||||
| 7270 | Thornbury Railway Bridge | Georgian Trail Bridge | This is an uncommon surviving example of a railway deck truss in this region of Ontario, and also has a substantial approach system. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 44.562803 | -80.450972 | Railroad (Georgian Rail-Trail, Former North Simcoe Railway Grey Branch) | Beaver River | Thornbury (The Blue Mountains) | Grey County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 8 | 1 | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/thornburyrailbridge/little_20200728_181522_small.jpg | https://historicbridges.org/ontario/thornburyrailbridge/little_20200728_181522.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/thornburyrailbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.562803,-80.450972 | |||||||||
| 7271 | LA-661 Bridge | This bridge is one of a significant number of vertical lift bridges built in Louisiana from the 1930s through the 1960s. The technical description of the main or most noteworthy span of the bridge is a 76 ft (23.16 m) metal deck girder, movable: vertical lift, Tower Drive. The bridge was primarily built by Unknown. The bridge was primarily designed by Louisiana Highway Commission. | 29.573793 | -90.712073 | LA-661 (Van Avenue) | Bayou LaCarpe | Houma | Terrebonne Parish, Louisiana | Louisiana | United States | Metal | Deck | Girder | Movable: Vertical Lift | Tower Drive | 0 | 1 | Concrete | Slab | Fixed | 0 | 6 | 1964 | 0 | Unknown | Louisiana Highway Commission | 5 | 4 | 76 | 23.16 | 196 | 59.74 | 24 | 7.32 | https://historicbridges.org/louisiana/bayoulacarpela661bridge/little_bayoulacarpela661bridge_brg_8547_small.jpg | https://historicbridges.org/louisiana/bayoulacarpela661bridge/little_bayoulacarpela661bridge_brg_8547.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/bayoulacarpela661bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.573793,-90.712073 | |||||||||||
| 7272 | Raceland LA-182 Bridge | This bridge is one of a significant number of vertical lift bridges built in Louisiana from the 1930s through the 1960s. The technical description of the main or most noteworthy span of the bridge is a 71 ft (21.64 m) metal deck girder, movable: vertical lift, Tower Drive. The bridge was primarily built by Unknown. The bridge was primarily designed by Louisiana Highway Commission. | 29.727714 | -90.598784 | LA-182 (Mill Street, Former US-90) | Bayou Lafourche | Raceland | Lafourche Parish, Louisiana | Louisiana | United States | Metal | Deck | Girder | Movable: Vertical Lift | Tower Drive | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 6 | 1936 | 1956 | Unknown | Louisiana Highway Commission | 6 | 6 | 71 | 21.64 | 240 | 73.15 | 24 | 7.32 | https://historicbridges.org/louisiana/racelandstmarybridge/little_img_racelandstmarybridge_0511_small.jpg | https://historicbridges.org/louisiana/racelandstmarybridge/little_img_racelandstmarybridge_0511.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/racelandstmarybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.727714,-90.598784 | |||||||||||
| 7273 | Rita Bridge | Lockport Swing Bridge | This swing bridge features a graceful variable depth deck plate girder for its superstructure. The technical description of the main or most noteworthy span of the bridge is a 212 ft (64.62 m) metal Variable Depth deck girder, movable: swing, Center Pier. The bridge was primarily built by Unknown. The bridge was primarily designed by Louisiana Highway Commission. | 29.646876 | -90.536844 | LA-665 | Bayou Lafourche | Lockport | Lafourche Parish, Louisiana | Louisiana | United States | Metal | Variable Depth | Deck | Girder | Movable: Swing | Center Pier | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1940 | 0 | Unknown | Louisiana Highway Commission | 6 | 6 | 212 | 64.62 | 250 | 76.2 | 20 | 6.1 | https://historicbridges.org/louisiana/ritabridge/little_ritabridge_brg_7965_small.jpg | https://historicbridges.org/louisiana/ritabridge/little_ritabridge_brg_7965.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/ritabridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.646876,-90.536844 | |||||||||
| 7274 | LA-24 Bridge | This bridge is one of a significant number of vertical lift bridges built in Louisiana from the 1930s through the 1960s. The technical description of the main or most noteworthy span of the bridge is a 56 ft (17.07 m) metal deck girder, movable: vertical lift, Tower Drive. The bridge was primarily built by Unknown. The bridge was primarily designed by Louisiana Highway Commission. | 29.563784 | -90.647529 | LA-24 | Bayou Petit Callou (Bayou Little Callou) | Houma | Terrebonne Parish, Louisiana | Louisiana | United States | Metal | Deck | Girder | Movable: Vertical Lift | Tower Drive | 0 | 1 | Metal | Stringer (Multi-Beam) | 0 | 2 | 1941 | 0 | Unknown | Louisiana Highway Commission | 6 | 6 | 56 | 17.07 | 112 | 34.14 | 24 | 7.32 | https://historicbridges.org/louisiana/bayoulittlecailloula24bridge/little_img_bayoulittlecailloula24bridge_0520_small.jpg | https://historicbridges.org/louisiana/bayoulittlecailloula24bridge/little_img_bayoulittlecailloula24bridge_0520.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/bayoulittlecailloula24bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.563784,-90.647529 | ||||||||||||
| 7275 | Grizzaffi Bridge | E.J. "Lionel" Grizzaffi Bridge | This bridge is still a little too young to be considered to have any significant historic value, but it offers a comparison to the nearby historic K-truss bridge. The technical description of the main or most noteworthy span of the bridge is a 617 ft (188.06 m) metal cantilever bolt-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by E. Lionel Pavlo of New York. | 29.695789 | -91.213740 | US-90 | Atchafalaya River (Berwick Bay) | Berwick and Morgan City | St. Mary Parish, Louisiana | Louisiana | United States | Metal | Warren | Bolt-Connected | Through | Truss | Fixed | 16 | Cantilever | 3 | 0 | 0 | 1977 | 0 | American Bridge Company of New York, New York | E. Lionel Pavlo of New York | 0 | 1 | 617 | 188.06 | 17733 | 5405.02 | 68 | 20.73 | https://historicbridges.org/louisiana/morgancitygrizzaffibridge/little_morgancitygrizzaffibridge_brg_0024_small.jpg | https://historicbridges.org/louisiana/morgancitygrizzaffibridge/little_morgancitygrizzaffibridge_brg_0024.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/morgancitygrizzaffibridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.695789,-91.213740 | |||||||||||
| 7276 | Morgan City Railroad Bridge | This swing bridge was later altered in the 1960s by the addition of a vertical lift span. The technical description of the main or most noteworthy span of the bridge is a 270 ft (82.3 m) metal rivet-connected Polygonal Warren through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. | 29.692482 | -91.212779 | Railroad (BNSF) | Atchafalaya River (Berwick Bay) | Berwick and Morgan City | St. Mary Parish, Louisiana | Louisiana | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 10 | 1 | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Movable: Vertical Lift | Tower Drive | 12 | 0 | 1908 | 1969 | Phoenix Bridge Company of Phoenixville, Pennsylvania | 7 | 7 | 270 | 82.3 | 1837 | 559.92 | 0 | 0 | https://historicbridges.org/louisiana/morgancityrailroad/little_morgancityrailroad_brg_0501_small.jpg | https://historicbridges.org/louisiana/morgancityrailroad/little_morgancityrailroad_brg_0501.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/morgancityrailroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.692482,-91.212779 | ||||||
| 7277 | Raceland Bridge | This bridge is one of a significant number of vertical lift bridges built in Louisiana from the 1930s through the 1960s. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal deck girder, movable: vertical lift, Tower Drive. The bridge was primarily built by Unknown. The bridge was primarily designed by Louisiana Highway Commission. | 29.730727 | -90.606955 | Unnamed LA-308 to LA-1 and LA-182 Connector | Bayou Lafourche | Raceland | Lafourche Parish, Louisiana | Louisiana | United States | Metal | Deck | Girder | Movable: Vertical Lift | Tower Drive | 0 | 1 | Concrete | Slab | Fixed | 0 | 6 | 1968 | 0 | Unknown | Louisiana Highway Commission | 5 | 4 | 75 | 22.86 | 195 | 59.44 | 25 | 7.62 | https://historicbridges.org/louisiana/raceland182bridge/little_raceland182bridge_brg_7632_3_4vib_small.jpg | https://historicbridges.org/louisiana/raceland182bridge/little_raceland182bridge_brg_7632_3_4vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/raceland182bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.730727,-90.606955 | |||||||||||
| 7278 | Beaux Bridge | This bridge is one of a significant number of vertical lift bridges built in Louisiana from the 1930s through the 1960s. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) metal deck girder, movable: vertical lift, Tower Drive. The bridge was primarily built by J. P. Ewin, Inc, of Mobile Alabama. The bridge was primarily designed by Louisiana Highway Commission. | 30.275674 | -91.897530 | LA-336-1 (Bridge Street, Former LA-43) | Bayou Teche | Beaux Bridge | St. Martin Parish, Louisiana | Louisiana | United States | Metal | Deck | Girder | Movable: Vertical Lift | Tower Drive | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 7 | 1951 | 0 | J. P. Ewin, Inc, of Mobile Alabama | Louisiana Highway Commission | 6 | 6 | 65 | 19.81 | 281 | 85.65 | 24 | 7.32 | https://historicbridges.org/louisiana/breauxbridge/little_breauxbridge_brg_3813_small.jpg | https://historicbridges.org/louisiana/breauxbridge/little_breauxbridge_brg_3813.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/breauxbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.275674,-91.897530 | |||||||||||
| 7279 | Broussard Road Bridge | This bridge is one of a significant number of vertical lift bridges built in Louisiana from the 1930s through the 1960s. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal deck girder, movable: vertical lift, Tower Drive. The bridge was primarily built by Unknown. The bridge was primarily designed by Louisiana Highway Commission. | 30.141821 | -92.075999 | LA-733 (Broussard Road) | Bayou Vermilion (Vermilion River) | Lafayette | Lafayette Parish, Louisiana | Louisiana | United States | Metal | Deck | Girder | Movable: Vertical Lift | Tower Drive | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 7 | 1951 | 0 | Unknown | Louisiana Highway Commission | 6 | 6 | 75 | 22.86 | 258 | 78.64 | 24 | 7.32 | https://historicbridges.org/louisiana/vermillionriver/little_vermillion_brg_3768_69_70vib_small.jpg | https://historicbridges.org/louisiana/vermillionriver/little_vermillion_brg_3768_69_70vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/vermillionriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.141821,-92.075999 | |||||||||||
| 7280 | Jeanerette Bridge | This is a standard plan pony truss swing bridge on a bayou with many surviving historic bridges. The technical description of the main or most noteworthy span of the bridge is a 204 ft (62.18 m) metal rivet-connected Polygonal Warren pony truss, movable: swing, Center Bearing Center Pier. The bridge was primarily built by Unknown. The bridge was primarily designed by Louisiana Highway Commission. | 29.914312 | -91.662376 | LA-671 (Lewis Street) | Bayou Teche | Jeanerette | Iberia Parish, Louisiana | Louisiana | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Movable: Swing | Center Bearing Center Pier | 16 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 1944 | 0 | Unknown | Louisiana Highway Commission | 6 | 6 | 204 | 62.18 | 294 | 89.61 | 24 | 7.32 | https://historicbridges.org/louisiana/bayoutechela671bridge/little_bayoutechela671bridge_brg_1959_small.jpg | https://historicbridges.org/louisiana/bayoutechela671bridge/little_bayoutechela671bridge_brg_1959.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/bayoutechela671bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.914312,-91.662376 | |||||||||
| 7281 | Des Allemands Bridge | This is a small-scale highway swing bridge with a number of approach spans. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal stringer (multi-beam), movable: swing, Center Bearing Center Pier. The bridge was primarily built by Unknown. The bridge was primarily designed by Louisiana Highway Commission. | 29.823700 | -90.476344 | LA-631 (Old US-90) | Bayou Des Allemands | Des Allemands | St. Charles Parish, Louisiana and Lafourche Parish, Louisiana | Louisiana | United States | Metal | Stringer (Multi-Beam) | Movable: Swing | Center Bearing Center Pier | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 9 | 1935 | 0 | Unknown | Louisiana Highway Commission | 6 | 6 | 110 | 33.53 | 542 | 165.2 | 24 | 7.32 | https://historicbridges.org/louisiana/bayoudesallemands/little_bayoudesallemands_brg_7482_small.jpg | https://historicbridges.org/louisiana/bayoudesallemands/little_bayoudesallemands_brg_7482.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/bayoudesallemands/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.823700,-90.476344 | ||||||||||||
| 7282 | St. Anthony Bridge | Closed to traffic, this is an example of an unusual cable-stayed swing bridge design found in Louisiana. The technical description of the main or most noteworthy span of the bridge is a 104 ft (31.7 m) metal cable-stayed, movable: swing, Center Bearing Center Pier. The bridge was primarily built by Unknown. | 29.576111 | -90.810329 | Unnamed Road | Bayou Black | Rural | Terrebonne Parish, Louisiana | Louisiana | United States | Metal | Cable-Stayed | Movable: Swing | Center Bearing Center Pier | 0 | 1 | 0 | 0 | 1958 | 0 | Unknown | 6 | 6 | 104 | 31.7 | 126 | 38.4 | 14 | 4.27 | https://historicbridges.org/louisiana/stanthonybridge/little_stanthonybridge_brg_8760_small.jpg | https://historicbridges.org/louisiana/stanthonybridge/little_stanthonybridge_brg_8760.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/stanthonybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.576111,-90.810329 | ||||||||||||||||
| 7283 | Charenton Canal Railroad Bridge | This railroad truss swing bridge appears to date to the mid-20th century. The technical description of the main or most noteworthy span of the bridge is a 207 ft (63.09 m) metal rivet-connected Warren through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Unknown. | 29.823190 | -91.541037 | Railroad (Union Pacific) | Charenton Canal | Baldwin | St. Mary Parish, Louisiana | Louisiana | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 8 | 1 | Metal | Deck | Girder | Fixed | 0 | 2 | 0 | 0 | Unknown | 4 | 5 | 207 | 63.09 | 360 | 109.73 | 0 | 0 | https://historicbridges.org/louisiana/charentoncanalrailroadbridge/little_charentoncanalrailroadbridge_brg_1353_small.jpg | https://historicbridges.org/louisiana/charentoncanalrailroadbridge/little_charentoncanalrailroadbridge_brg_1353.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/charentoncanalrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.823190,-91.541037 | |||||||||
| 7284 | Washington Bridge | Devon Bridge | This magnificent bridge features an impressive deck truss bascule flanked by graceful concrete arch approach spans. The technical description of the main or most noteworthy span of the bridge is a 183 ft (55.78 m) metal rivet-connected Pratt deck truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania and T. Stuart and Sons of Watertown, Massachusetts. The bridge was primarily designed by J. A. L. Waddell. | 41.200335 | -73.110654 | US-1 | Housatonic River | Milford | New Haven County, Connecticut and Fairfield County, Connecticut | Connecticut | United States | Metal | Pratt | Rivet-Connected | Deck | Truss | Movable: Double Leaf Bascule | Fixed Trunnion | 10 | 1 | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 9 | 1921 | 2006 | Bethlehem Steel Company of Bethlehem, Pennsylvania and T. Stuart and Sons of Watertown, Massachusetts | J. A. L. Waddell | 8 | 9 | 183 | 55.78 | 877 | 267.31 | 48 | 14.63 | https://historicbridges.org/connecticut/washingtonbridgemilford/little_washingtonbridgemilford_8800_1_2vib_small.jpg | https://historicbridges.org/connecticut/washingtonbridgemilford/little_washingtonbridgemilford_8800_1_2vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/washingtonbridgemilford/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.200335,-73.110654 | ||||||
| 7285 | Middletown Railroad Bridge | This is a large and impressive railroad swing bridge with a large approach system as well. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 41.566681 | -72.647876 | Railroad (Connecticut Central Railroad) | Connecticut River and CT-9 | Middletown | Middlesex County, Connecticut | Connecticut | United States | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 20 | 1 | 0 | 5 | 1910 | 0 | American Bridge Company of New York, New York | 8 | 8 | 300 | 91.44 | 1220 | 371.86 | 0 | 0 | https://historicbridges.org/connecticut/middletownrailroadbridge/little_middletownrailroadbridge_0822_small.jpg | https://historicbridges.org/connecticut/middletownrailroadbridge/little_middletownrailroadbridge_0822.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/middletownrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.566681,-72.647876 | ||||||||||||||
| 7286 | Minortown Road Bridge | Although modern beams have been added to carry the load of traffic, the remaining lenticular trusses themselves retain good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 59 ft (17.98 m) metal pin-connected Lenticular pony truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. | 41.577020 | -73.175600 | Minortown Road | Nonewaug River | Woodbury | Litchfield County, Connecticut | Connecticut | United States | Metal | Lenticular | Pin-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1890 | 1991 | Berlin Iron Bridge Company of East Berlin, Connecticut | 9 | 9 | 59 | 17.98 | 64 | 19.51 | 10.2 | 3.11 | https://historicbridges.org/connecticut/minortownbridge/little_minortownbridge_9594_small.jpg | https://historicbridges.org/connecticut/minortownbridge/little_minortownbridge_9594.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/minortownbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.577020,-73.175600 | ||||||||||||||
| 7287 | Washington Avenue Bridge | This attractive and rare lenticular pony truss bridge no longer carries live loads due to a concrete structure added underneath. The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) metal pin-connected Lenticular pony truss, fixed. The bridge was primarily built by Corrugated Metal Company of East Berlin, Connecticut (Berlin Iron Bridge Company of East Berlin, Connecticut). | 41.544217 | -73.037940 | Washington Avenue | Mad River | Waterbury | New Haven County, Connecticut | Connecticut | United States | Metal | Lenticular | Pin-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1881 | 0 | Corrugated Metal Company of East Berlin, Connecticut (Berlin Iron Bridge Company of East Berlin, Connecticut) | 9 | 9 | 64 | 19.51 | 70 | 21.34 | 23.3 | 7.1 | https://historicbridges.org/connecticut/washingtonavenuelenticular/little_washingtonavenuelenticular_9984_small.jpg | https://historicbridges.org/connecticut/washingtonavenuelenticular/little_washingtonavenuelenticular_9984.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/washingtonavenuelenticular/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.544217,-73.037940 | ||||||||||||||
| 7288 | Main Street Bridge | This is an extremely rare multi-span lenticular pony truss bridge, also noted for its surviving ornamentation. The technical description of the main or most noteworthy span of the bridge is a 61 ft (18.59 m) metal pin-connected Lenticular through truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. | 41.052194 | -73.545714 | Main Street | Rippowam River | Stamford | Fairfield County, Connecticut | Connecticut | United States | Metal | Lenticular | Pin-Connected | Through | Truss | Fixed | 5 | 2 | 0 | 0 | 1888 | 0 | Berlin Iron Bridge Company of East Berlin, Connecticut | 9 | 9 | 61 | 18.59 | 123 | 37.49 | 33.8 | 10.3 | https://historicbridges.org/connecticut/mainstreetbridgestamford/little_mainstreetbridgestamford_8011_small.jpg | https://historicbridges.org/connecticut/mainstreetbridgestamford/little_mainstreetbridgestamford_8011.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/mainstreetbridgestamford/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.052194,-73.545714 | ||||||||||||||
| 7289 | Sheffield Street Bridge | This rare lenticular pony truss bridge is abandoned but is noted for its roadway width and lack of alterations. The technical description of the main or most noteworthy span of the bridge is a 53.2 ft (16.22 m) metal pin-connected Lenticular pony truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. | 41.597151 | -73.047179 | Sheffield Street | Hancock Brook | Waterbury | New Haven County, Connecticut | Connecticut | United States | Metal | Lenticular | Pin-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1884 | 0 | Berlin Iron Bridge Company of East Berlin, Connecticut | 9 | 9 | 53.2 | 16.22 | 56 | 17.07 | 18.4 | 5.61 | https://historicbridges.org/connecticut/hancockbrookbridge/little_hancockbrookbridge_9963_small.jpg | https://historicbridges.org/connecticut/hancockbrookbridge/little_hancockbrookbridge_9963.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/hancockbrookbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.597151,-73.047179 | ||||||||||||||
| 7290 | Roosevelt Island Bridge | Welfare Island Bridge | This vertical lift bridge provides the only direct vehicular access to Roosevelt Island. The technical description of the main or most noteworthy span of the bridge is a 418 ft (127.41 m) metal rivet-connected Polygonal Warren through truss, movable: vertical lift, Tower Drive. The bridge was primarily built by Harris Structural Steel Company of New York, New York and Moore-Lopier Corporation. The bridge was primarily designed by Knappen-Tippetts-Abbett-McCarthy of New York, New York. | 40.763520 | -73.945877 | 36th Avenue | East River | New York | Manhattan, New York and Queens, New York | New York | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Movable: Vertical Lift | Tower Drive | 12 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 7 | 1955 | 2008 | Harris Structural Steel Company of New York, New York and Moore-Lopier Corporation | Knappen-Tippetts-Abbett-McCarthy of New York, New York | 7 | 6 | 418 | 127.41 | 958 | 292 | 34 | 10.36 | https://historicbridges.org/newyork/rooseveltislandbridge/little_6853484516_db5cb32df5_o_small.jpg | https://historicbridges.org/newyork/rooseveltislandbridge/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/rooseveltislandbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.763520,-73.945877 | ||||||||
| 7291 | Lullwater Bridge | This unique bridge is noted for its extensive and beautiful cast iron ornamentation The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal (cast iron) deck arch, fixed. The bridge was primarily built by McKim, Mead, and White of New York, New York. | 40.660649 | -73.965892 | Prospect Park Walkway | Prospect Park Lake | New York | Brooklyn, New York | New York | United States | Metal (Cast Iron) | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1889 | 0 | McKim, Mead, and White of New York, New York | 9 | 9 | 60 | 18.29 | 60 | 18.29 | 0 | 0 | https://historicbridges.org/newyork/pplullwaterbridge/little_pplullwaterbridge_9316_7_8vr_small.jpg | https://historicbridges.org/newyork/pplullwaterbridge/little_pplullwaterbridge_9316_7_8vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/pplullwaterbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.660649,-73.965892 | ||||||||||||||||
| 7292 | ! | Old Saybrook - Old Lyme Railroad Bridge | This bridge is one of the finest and earliest surviving Scherzer rolling lift bascule bridges and is complimented by a long series of pin-connected truss spans. The technical description of the main or most noteworthy span of the bridge is a 158 ft (48.16 m) metal rivet-connected Warren pony truss, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Unknown. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. | 41.310841 | -72.348339 | Railroad (Amtrak, Northeast Corridor, and Shore Line East) | Connecticut River | Old Lyme and Old Saybrook | Middlesex County, Connecticut | Connecticut | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Movable: Single Leaf Bascule | Rolling Lift | 0 | 1 | Metal | Baltimore | Pin-Connected | Through | Truss | 14 | 7 | 1907 | 0 | Unknown | Scherzer Rolling Lift Bridge Company of Chicago, Illinois | 8 | 8 | 158 | 48.16 | 1570 | 478.54 | 0 | 0 | https://historicbridges.org/connecticut/oldlymerailroadbridge/little_oldlymerailroadbridge_2533_small.jpg | https://historicbridges.org/connecticut/oldlymerailroadbridge/little_oldlymerailroadbridge_2533.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/oldlymerailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.310841,-72.348339 | ||||||
| 7293 | Boston University Bridge | Cottage Farm Bridge | This is an iconic bridge which presents an attractive combination of steel and concrete span types. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) metal two-hinged Braced Ribbed through arch, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. The bridge was primarily designed by Andrew Canzanelli and Col. Lewis E. Moore. | 42.352639 | -71.110611 | Brookline Street (MA-2) | Charles River, Storrow Drive, and Railroad (MBTA) | Boston and Cambridge | Suffolk County, Massachusetts and Middlesex County, Massachusetts | Massachusetts | United States | Metal | Braced Ribbed | Two-Hinged | Through | Arch | Fixed | 0 | 1 | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 6 | 1928 | 2011 | Phoenix Bridge Company of Phoenixville, Pennsylvania | Andrew Canzanelli and Col. Lewis E. Moore | 8 | 8 | 170 | 51.82 | 724 | 220.68 | 40 | 12.19 | https://historicbridges.org/massachusetts/bostonuniversitybridge/little_bostonuniversitybridge_3793_small.jpg | https://historicbridges.org/massachusetts/bostonuniversitybridge/little_bostonuniversitybridge_3793.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/bostonuniversitybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.352639,-71.110611 | |||||||
| 7294 | North Station Railroad Bridge | Originally four parallel skewed bascule spans, today there are only two, but it is still a unique historic bridge. The technical description of the main or most noteworthy span of the bridge is a 87 ft (26.52 m) metal rivet-connected Baltimore through truss, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. The bridge was primarily designed by Keller and Harrington of Chicago, Illinois. | 42.369038 | -71.065317 | Railroad (MBTA) | Charles River | Boston and Cambridge | Suffolk County, Massachusetts and Middlesex County, Massachusetts | Massachusetts | United States | Metal | Baltimore | Rivet-Connected | Through | Truss | Movable: Single Leaf Bascule | Rolling Lift | 0 | 1 | 0 | 0 | 1931 | 0 | Phoenix Bridge Company of Phoenixville, Pennsylvania | Keller and Harrington of Chicago, Illinois | 8 | 8 | 87 | 26.52 | 500 | 152.4 | 0 | 0 | https://historicbridges.org/massachusetts/northstationcharlesriverbridges/little_northstationcharlesriverbridges_1550_small.jpg | https://historicbridges.org/massachusetts/northstationcharlesriverbridges/little_northstationcharlesriverbridges_1550.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/northstationcharlesriverbridges/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.369038,-71.065317 | ||||||||||||
| 7295 | Boston Public Garden Bridge | Lagoon Bridge | Although this spectacular bridge has modern beams added to carry live loads, it still displays the oldest known eyebar suspension system in the country. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal eyebar chain suspension, fixed. The bridge was primarily built by William G. Preston. | 42.354125 | -71.069925 | Pedestrian Walkway | Park Lagoon | Boston | Suffolk County, Massachusetts | Massachusetts | United States | Metal | Eyebar Chain | Suspension | Fixed | 0 | 3 | 0 | 0 | 1867 | 1921 | William G. Preston | 10 | 10 | 50 | 15.24 | 100 | 30.48 | 0 | 0 | https://historicbridges.org/massachusetts/bostonpublicgardenbridge/little_bostonpublicgardenbridge_0426_7_8vr_small.jpg | https://historicbridges.org/massachusetts/bostonpublicgardenbridge/little_bostonpublicgardenbridge_0426_7_8vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/bostonpublicgardenbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.354125,-71.069925 | |||||||||||||||
| 7296 | Mattabesset River Bridge | This long-abandoned lenticular truss bridge is located very close to where its famous bridge builder was based. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Lenticular pony truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. | 41.617307 | -72.711556 | Sebethe Drive (Abandoned Section) | Mattabesset River | Cromwell | Middlesex County, Connecticut and Hartford County, Connecticut | Connecticut | United States | Metal | Lenticular | Pin-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Berlin Iron Bridge Company of East Berlin, Connecticut | 9 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/connecticut/mattabessetriverlenticular/little_ct-33m-01_small.jpg | https://historicbridges.org/connecticut/mattabessetriverlenticular/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/mattabessetriverlenticular/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.617307,-72.711556 | ||||||||||||||
| 7297 | ! | New Bedford - Fairhaven Bridge | Fish Island Bridge | This ornate through truss swing bridge has been rehabilitated and continues to carry heavy traffic and operate for boats. The technical description of the main or most noteworthy span of the bridge is a 289 ft (88.09 m) metal pin-connected Pratt through truss, fixed, Rim Bearing Center Pier. The bridge was primarily built by A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works). The bridge was primarily designed by William Fish Williams and George Fillmore Swain. | 41.639147 | -70.917830 | US-6 | Acushnet River (Middle Channel) | New Bedford and Fairhaven | Bristol County, Massachusetts | Massachusetts | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | Rim Bearing Center Pier | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 5 | 1896 | 1997 | A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works) | William Fish Williams and George Fillmore Swain | 8 | 8 | 289 | 88.09 | 675 | 205.74 | 50 | 15.24 | https://historicbridges.org/massachusetts/newbedfordfairhavenmiddlebridge/little_newbedfordfairhavenmiddlebridge_8292_3_4vib_small.jpg | https://historicbridges.org/massachusetts/newbedfordfairhavenmiddlebridge/little_newbedfordfairhavenmiddlebridge_8292_3_4vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/newbedfordfairhavenmiddlebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.639147,-70.917830 | ||||||
| 7298 | 八幡橋 (Hachiman Bridge) (はちまんばし) | 弾正橋 (Danjo Bridge) | This is the oldest iron bridge in Japan and the only known surviving overseas example of a Whipple arch bowstring bridge. The technical description of the main or most noteworthy span of the bridge is a 47.5 ft (14.48 m) metal Bowstring pony truss, fixed. The bridge was primarily built by Akabane Plant of the Ministry of Engineering. The bridge was primarily designed by Squire Whipple and Shoichiro Matsumoto (松本荘一郎). | 35.671873 | 139.800635 | Pedestrian Walkway | Pedestrian Walkway | Tokyo (東京) | Kōtō (江東区), Tokyo (東京) | Tokyo (東京) | Japan (日本) | Metal | Bowstring | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1878 | 1965 | Akabane Plant of the Ministry of Engineering | Squire Whipple and Shoichiro Matsumoto (松本荘一郎) | 10 | 10 | 47.5 | 14.48 | 51.7 | 15.76 | 6.6 | 2.01 | https://historicbridges.org/japan/hachimanbridge/little_hachimanbridge_brg_4746_small.jpg | https://historicbridges.org/japan/hachimanbridge/little_hachimanbridge_brg_4746.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=japan/hachimanbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.671873,139.800635 | |||||||||||||
| 7299 | Patrick Street Bridge | This large bridge is noted for its impressive main span and long series of approach spans of various span types. The technical description of the main or most noteworthy span of the bridge is a 436.4 ft (133.01 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Fort Pitt Bridge Works of Pittsburgh, Pennsylvania. | 38.365731 | -81.668896 | US-60 (Patrick Street) | Kanawha River and Various Roads | Charleston | Kanawha County, West Virginia | West Virginia | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 12 | 1 | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 7 | 26 | 1930 | 0 | Fort Pitt Bridge Works of Pittsburgh, Pennsylvania | 7 | 8 | 436.4 | 133.01 | 1769 | 539.19 | 40 | 12.19 | https://historicbridges.org/wvirginia/patrick/little_rickmcomber-img_6711_small.jpg | https://historicbridges.org/wvirginia/patrick/little_rickmcomber-img_6711.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/patrick/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.365731,-81.668896 | ||||||||
| 7300 | Winfield Toll Bridge | Ross Booth Memorial Bridge | This is an increasingly rare example of a large-scale cantilever truss bridge in this region. The technical description of the main or most noteworthy span of the bridge is a 462 ft (140.82 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by Vincennes Bridge Company of Vincennes, Indiana and John F. Beasley Company of Muskogee, Oklahoma. The bridge was primarily designed by Harrington and Cortelyou. | 38.535257 | -81.898582 | WV-34 | Kanawha River, WV-62, and Railroad (Norfolk Southern) | Winfield | Putnam County, West Virginia | West Virginia | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 18 | Cantilever | 3 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 7 | 1955 | 2010 | Vincennes Bridge Company of Vincennes, Indiana and John F. Beasley Company of Muskogee, Oklahoma | Harrington and Cortelyou | 6 | 8 | 462 | 140.82 | 1433.5 | 436.93 | 28 | 8.53 | https://historicbridges.org/wvirginia/winfield/little_rickmcomber-awinfield_small.jpg | https://historicbridges.org/wvirginia/winfield/little_rickmcomber-awinfield.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/winfield/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.535257,-81.898582 | ||||||||
| 7301 | Montgomery Bridge | Earl M. Vickers Bridge | This massive bridge is noted for the length of its simple steel truss span. The technical description of the main or most noteworthy span of the bridge is a 486 ft (148.13 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. | 38.182697 | -81.316670 | WV-6 | Kanawha River, US-60, and WV-61 | Smithers and Montgomery | Fayette County, West Virginia and Kanawha County, West Virginia | West Virginia | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 16 | 1 | Metal | Deck | Girder | Fixed | 0 | 14 | 1956 | 0 | Unknown | 6 | 7 | 486 | 148.13 | 1665 | 507.49 | 28 | 8.53 | https://historicbridges.org/wvirginia/earlvickers/little_img_6530_small.jpg | https://historicbridges.org/wvirginia/earlvickers/little_img_6530.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/earlvickers/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.182697,-81.316670 | |||||||||
| 7302 | Dunbar Toll Bridge | Dunbar - South Charleston Bridge | This is a good and increasingly rare example of a mid 20th century riveted cantilever truss bridge. The technical description of the main or most noteworthy span of the bridge is a 450 ft (137.16 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Hazelet and Erdal of Chicago, Illinois. | 38.355711 | -81.736775 | 10th Street (CR-25/47) | Kanawha River and US-60 | Dunbar and South Charleston | Kanawha County, West Virginia | West Virginia | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 18 | Cantilever | 3 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 6 | 1953 | 0 | American Bridge Company of New York, New York | Hazelet and Erdal of Chicago, Illinois | 6 | 7 | 450 | 137.16 | 1383 | 421.54 | 28 | 8.53 | https://historicbridges.org/wvirginia/dunbar/little_rickmcomber-img_6905_small.jpg | https://historicbridges.org/wvirginia/dunbar/little_rickmcomber-img_6905.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/dunbar/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.355711,-81.736775 | ||||||||
| 7303 | Tobin Bridge | Maurice J. Tobin Memorial Bridge | This enormous bridge is noted for its length, its double deck design, and its variety of spans. The technical description of the main or most noteworthy span of the bridge is a 800 ft (243.84 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois). | 42.385007 | -71.047360 | US-1 | Mystic River, Little Mystic Channel, and Various Roads | Boston and Chelsea | Suffolk County, Massachusetts | Massachusetts | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 22 | Cantilever | 3 | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 12 | 0 | 1950 | 0 | Bethlehem Steel Company of Bethlehem, Pennsylvania | John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois) | 7 | 7 | 800 | 243.84 | 11906 | 3628.95 | 36 | 10.97 | https://historicbridges.org/massachusetts/tobin/little_15a_small.jpg | https://historicbridges.org/massachusetts/tobin/little_2.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/tobin/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.385007,-71.047360 | |||||
| 7304 | Bailey Island Bridge | Cribstone Bridge | Noted for its dry-laid stone substructure, this is reportedly the only known example in the world of a cribstone bridge, specially designed to allow tidal waters to pass through. The technical description of the main or most noteworthy span of the bridge is a 52.2 ft (15.91 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Llewellyn N. Edwards. | 43.749389 | -69.988534 | ME-24 (Harpswell Islands Road) | Will's Gut | Harpswell | Cumberland County, Maine | Maine | United States | Concrete | T-Beam | Fixed | 0 | 1 | Stone | Slab | Fixed | 0 | 78 | 1926 | 2010 | Unknown | Llewellyn N. Edwards | 8 | 10 | 52.2 | 15.91 | 1167 | 355.7 | 18 | 5.49 | https://historicbridges.org/maine/baileyisland/little_5_small.jpg | https://historicbridges.org/maine/baileyisland/little_5.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maine/baileyisland/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.749389,-69.988534 | ||||||||||||
| 7305 | Clark Hill Road Bridge | Abandoned and severely deteriorated, this bridge is noted as one of the oldest stringer bridges in the state. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Charles H. Ball of East Windsor, Massachusetts. | 42.430415 | -72.920821 | Clark Hill Road (Abandoned Section) | Child's Brook | Worthington | Hampshire County, Massachusetts | Massachusetts | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1896 | 0 | Charles H. Ball of East Windsor, Massachusetts | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/massachusetts/clarkhillroadbridge/little_ma-10m-8_small.jpg | https://historicbridges.org/massachusetts/clarkhillroadbridge/little_ma-10m-8.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/clarkhillroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.430415,-72.920821 | |||||||||||||||||
| 7306 | Cummington Ball Bridge | Stage Road Bridge | A rare Kingpost truss bridge, this is one of only three surviving examples of a Ball patented pipe truss bridge. The technical description of the main or most noteworthy span of the bridge is a 28 ft (8.53 m) metal Kingpost pony truss, fixed. The bridge was primarily built by Charles H. Ball of East Windsor, Massachusetts. | 42.458367 | -72.889302 | Pedestrian Walkway | Unnamed Drain | Cummington | Hampshire County, Massachusetts | Massachusetts | United States | Metal | Kingpost | Pony | Truss | Fixed | 2 | 1 | 0 | 0 | 1890 | 0 | Charles H. Ball of East Windsor, Massachusetts | 9 | 9 | 28 | 8.53 | 29 | 8.84 | 14 | 4.27 | https://historicbridges.org/massachusetts/cummingtonballbridge/little_ma-07m-6_small.jpg | https://historicbridges.org/massachusetts/cummingtonballbridge/little_ma-07m-6.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/cummingtonballbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.458367,-72.889302 | ||||||||||||||
| 7307 | Coleman Bridge | This is one of only three surviving examples of a Ball patented pipe truss bridge. The technical description of the main or most noteworthy span of the bridge is a 31 ft (9.45 m) metal Queenpost pony truss, fixed. The bridge was primarily built by Charles H. Ball of East Windsor, Massachusetts. | 42.532482 | -72.992875 | Windsor Bush Road | Phelps Brook | Windsor | Berkshire County, Massachusetts | Massachusetts | United States | Metal | Queenpost | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1894 | 0 | Charles H. Ball of East Windsor, Massachusetts | 8 | 8 | 31 | 9.45 | 31 | 9.45 | 12.7 | 3.87 | https://historicbridges.org/massachusetts/colemanbridge/little_ma-08m-4_small.jpg | https://historicbridges.org/massachusetts/colemanbridge/little_ma-08m-4.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/colemanbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.532482,-72.992875 | |||||||||||||||
| 7309 | Black Creek Railway Bridge | This is a rare and fairly large example of a stone arch bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a stone arch, fixed. The bridge was primarily built by Unknown. | 43.643205 | -79.960998 | Railroad (Go (Kitchener Line), Former Grand Trunk Railway) | Black Creek | Halton Hills | Halton Region, Ontario | Ontario | Canada | Stone | Arch | Fixed | 0 | 1 | 0 | 0 | 1854 | 0 | Unknown | 7 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/blackcreekrail/little_20200808_170632_small.jpg | https://historicbridges.org/ontario/blackcreekrail/little_20200808_170632.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/blackcreekrail/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.643205,-79.960998 | |||||||||||||||||
| 7310 | Limehouse Railway Overpass | This is an uncommon highway over railway riveted plate girder bridge. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal through girder, fixed. | 43.637170 | -79.979587 | Sideroad 22 (5th Line) | (Go (Kitchener Line), Former Grand Trunk Railway) | Halton Hills (Limehouse) | Halton Region, Ontario | Ontario | Canada | Metal | Through | Girder | Fixed | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 2 | 0 | 0 | 5 | 5 | 40 | 12.19 | 97 | 29.57 | 0 | 0 | https://historicbridges.org/ontario/limehouserailoverpass/little_20200808_163945_small.jpg | https://historicbridges.org/ontario/limehouserailoverpass/little_20200808_163945.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/limehouserailoverpass/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.637170,-79.979587 | |||||||||||||
| 7311 | Silver Creek Railway Bridge | This rare stone arch bridge has sadly been altered, but still retains some charm when viewed from the correct side. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 43.654704 | -79.922877 | Railroad (Go (Kitchener Line), Via Rail (Toronto-Sarnia Corridor), and Canadian National) | Silver Creek | Halton Hills (Georgetown) | Halton Region, Ontario | Ontario | Canada | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1853 | 0 | Unknown | 8 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/georgetownsilvercreek/little_20200808_173217_small.jpg | https://historicbridges.org/ontario/georgetownsilvercreek/little_20200808_173217.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/georgetownsilvercreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.654704,-79.922877 | |||||||||||||||
| 7312 | Zetland Bridge | This bridge is noted for its size, steel stringers, and retaining original ornamental railing. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 43.895601 | -81.353462 | CR-86 (Amberley Road) | Maitland River | North Huron and Morris-Turnberry | Huron County, Ontario | Ontario | Canada | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 0 | 0 | 1963 | 0 | Unknown | 3 | 4 | 110 | 33.53 | 300 | 91.44 | 0 | 0 | https://historicbridges.org/ontario/zetland/little_20200802_150105_small.jpg | https://historicbridges.org/ontario/zetland/little_20200802_150105.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/zetland/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.895601,-81.353462 | |||||||||||||||||
| 7313 | Twin Bridges | This crossing is actually two separate bridges that are separated by only a tiny section of land. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 44.496189 | -80.724222 | Holland Syndenham Townline | Walters Creek | Meaford | Grey County, Ontario | Ontario | Canada | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/twinbridges/little_20200728_143610_small.jpg | https://historicbridges.org/ontario/twinbridges/little_20200728_143610.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/twinbridges/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.496189,-80.724222 | |||||||||||||||
| 7314 | Lee Street Bridge | This slender single span arch retains good historic integrity and was a product of Depression era relief programs. The technical description of the main or most noteworthy span of the bridge is a 234 ft (71.32 m) metal tied Solid Ribbed through arch, fixed. The bridge was primarily built by Unknown. | 38.357939 | -81.640829 | Lee Street (US-60 East) | Elk River | Charleston | Kanawha County, West Virginia | West Virginia | United States | Metal | Solid Ribbed | Tied | Through | Arch | Fixed | 9 | 1 | Metal | Deck | Girder | Fixed | 0 | 2 | 1939 | 2000 | Unknown | 6 | 7 | 234 | 71.32 | 426 | 129.84 | 38.4 | 11.7 | https://historicbridges.org/wvirginia/leestreet/little_rickmcomber-img_6799_small.jpg | https://historicbridges.org/wvirginia/leestreet/little_rickmcomber-img_6799.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/leestreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.357939,-81.640829 | ||||||||||
| 7316 | C&O Bridge | Featuring a variety of span types and sizes, and a curved approach, this bridge is also noted for its large main span. The technical description of the main or most noteworthy span of the bridge is a 424 ft (129.24 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 38.362624 | -81.662038 | Railroad (Abandoned CSX) | Kanawha River | Charleston | Kanawha County, West Virginia | West Virginia | United States | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 14 | 1 | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 0 | 1907 | 0 | American Bridge Company of New York, New York | 8 | 8 | 424 | 129.24 | 4291 | 1307.9 | 0 | 0 | https://historicbridges.org/wvirginia/cocharleston/little_westvirginia013_small.jpg | https://historicbridges.org/wvirginia/cocharleston/little_westvirginia013.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/cocharleston/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.362624,-81.662038 | ||||||||
| 7317 | LA-15 Bridge | This classic riveted through truss has had its bracing badly damaged by overheight trucks. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Louisiana Highway Commission. | 32.374060 | -91.880819 | LA-15 | Boeuf River | Rural | Richland Parish, Louisiana | Louisiana | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | Concrete | T-Beam | Fixed | 0 | 9 | 1939 | 0 | Unknown | Louisiana Highway Commission | 6 | 6 | 160 | 48.77 | 493 | 150.27 | 24 | 7.32 | https://historicbridges.org/louisiana/boeufriverla15bridge/little_img_boeufriverla15bridge_0868_small.jpg | https://historicbridges.org/louisiana/boeufriverla15bridge/little_img_boeufriverla15bridge_0868.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/boeufriverla15bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.374060,-91.880819 | ||||||||||
| 7318 | Miller's Bluff Bridge | This large bridge is also noted for its camber that gives it a large overall arch over the river. The technical description of the main or most noteworthy span of the bridge is a 360 ft (109.73 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Allied Structural Steel Companies of Chicago, Illinois and Kansas City Bridge Company of Kansas City, Missouri. The bridge was primarily designed by Louisiana Highway Commission. | 32.892744 | -93.820163 | LA-2 | Red River | Hosston | Bossier Parish, Louisiana and Caddo Parish, Louisiana | Louisiana | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 12 | 5 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 17 | 1955 | 1992 | Allied Structural Steel Companies of Chicago, Illinois and Kansas City Bridge Company of Kansas City, Missouri | Louisiana Highway Commission | 6 | 6 | 360 | 109.73 | 3100 | 944.88 | 26.2 | 7.99 | https://historicbridges.org/louisiana/redriverla2bridge/little_redriverla2bridge_brg_9966_small.jpg | https://historicbridges.org/louisiana/redriverla2bridge/little_redriverla2bridge_brg_9966.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/redriverla2bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.892744,-93.820163 | ||||||||||
| 7319 | ! | Hebert Bridge | LA-561 Bridge | This is one of the longer surviving truss spans in the region, and appears to conform to the standard plan for a 320 foot bridge. The technical description of the main or most noteworthy span of the bridge is a 320 ft (97.54 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Louisiana Highway Commission. | 32.182323 | -91.977802 | LA-561 (Old LA-1497) | Boeuf River | Rural (Hebert) | Richland Parish, Louisiana and Caldwell Parish, Louisiana | Louisiana | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 11 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 10 | 1952 | 0 | Unknown | Louisiana Highway Commission | 6 | 7 | 320 | 97.54 | 724 | 220.68 | 20 | 6.1 | https://historicbridges.org/louisiana/boeufriverla561bridge/little_img_boeufriverla561bridge_0866_small.jpg | https://historicbridges.org/louisiana/boeufriverla561bridge/little_img_boeufriverla561bridge_0866.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/boeufriverla561bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.182323,-91.977802 | ||||||||
| 7320 | Buckner Bridge | This riveted truss bridge was moved here to replace a previous swing bridge at this location which had itself been moved here many years ago. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Camelback through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Louisiana Highway Commission. | 32.301520 | -91.941292 | LA-132 | Boeuf River | Rayville | Richland Parish, Louisiana | Louisiana | United States | Metal | Camelback | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 13 | 1926 | 1966 | Unknown | Louisiana Highway Commission | 6 | 6 | 140 | 42.67 | 391 | 119.18 | 18 | 5.49 | https://historicbridges.org/louisiana/boeufriverla132bridge/little_boeufriverla132bridge_brg_3294_small.jpg | https://historicbridges.org/louisiana/boeufriverla132bridge/little_boeufriverla132bridge_brg_3294.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/boeufriverla132bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.301520,-91.941292 | ||||||||||
| 7321 | Georgetown Railway Bridge | This high level bridge is noted for its unusually enormous stone piers that are wide enough for three tracks. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal deck girder, fixed. The bridge was primarily built by Canadian Bridge Company of Walkerville, Ontario. | 43.659395 | -79.900009 | Railroad (Go (Kitchener Line), Via Rail (Toronto-Sarnia Corridor), and Canadian National) | West Branch Credit River | Halton Hills (Georgetown) | Halton Region, Ontario | Ontario | Canada | Metal | Deck | Girder | Fixed | 0 | 8 | 0 | 0 | 0 | 2010 | Canadian Bridge Company of Walkerville, Ontario | 6 | 7 | 105 | 32 | 842 | 256.64 | 0 | 0 | https://historicbridges.org/ontario/georgetownhighlevel/little_20200808_181046_small.jpg | https://historicbridges.org/ontario/georgetownhighlevel/little_20200808_181046.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/georgetownhighlevel/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.659395,-79.900009 | ||||||||||||||||
| 7322 | Stewarttown Railway Bridge | This riveted high level plate girder bridge rests on handsome stone piers. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal deck girder, fixed. The bridge was primarily built by Unknown. | 43.622111 | -79.931906 | Railroad (Via Rail (Toronto-Sarnia Corridor), and Canadian National) | Black Creek | Halton Hills | Halton Region, Ontario | Ontario | Canada | Metal | Deck | Girder | Fixed | 0 | 6 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 100 | 30.48 | 665 | 202.69 | 0 | 0 | https://historicbridges.org/ontario/stewarttownhighlevelcrossing/little_20200808_191539_small.jpg | https://historicbridges.org/ontario/stewarttownhighlevelcrossing/little_20200808_191539.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/stewarttownhighlevelcrossing/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.622111,-79.931906 | ||||||||||||||||
| 7323 | Old Vicksburg Bridge | This beautiful bridge is among the finest historic bridges on the Mississippi River, yet it has been sadly closed off to the public. The technical description of the main or most noteworthy span of the bridge is a 825 ft (251.46 m) metal cantilever pin-connected Baltimore through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Harrington, Howard, and Ash of Kansas City, Missouri. | 32.314450 | -90.904695 | Abandoned US-80 Alignment and Railroad (Kansas City Southern) | Mississippi River | Vicksburg | Warren County, Mississippi and Madison Parish, Louisiana | Mississippi and Louisiana | United States | Metal | Baltimore | Pin-Connected | Through | Truss | Fixed | 26 | Cantilever | 3 | Metal | Pennsylvania | Rivet-Connected | Through | Truss | Fixed | 14 | 0 | 1930 | 0 | American Bridge Company of New York, New York | Harrington, Howard, and Ash of Kansas City, Missouri | 8 | 9 | 825 | 251.46 | 8546 | 2604.82 | 0 | 0 | https://historicbridges.org/mississippi/vicksburgbridge/little_vicksburgbridge_brg_3759_small.jpg | https://historicbridges.org/mississippi/vicksburgbridge/little_vicksburgbridge_brg_3759.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=mississippi/vicksburgbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.314450,-90.904695 | ||||||
| 7324 | Vicksburg I-20 Bridge | This bridge is to young to be of any notable historic significance, but is included as a comparison to the nearby Old Vicksburg Bridge. The technical description of the main or most noteworthy span of the bridge is a 870 ft (265.18 m) metal bolt-connected Warren through truss, fixed. The bridge was primarily built by Allied Structural Steel Company of Chicago, Illinois. The bridge was primarily designed by E. Lionel Pavlo of New York. | 32.313445 | -90.904867 | I-20 and US-80 | Mississippi River | Vicksburg | Warren County, Mississippi and Madison Parish, Louisiana | Mississippi | United States | Metal | Warren | Bolt-Connected | Through | Truss | Fixed | 0 | 3 | Metal | Warren | Bolt-Connected | Through | Truss | Fixed | 0 | 0 | 1973 | 0 | Allied Structural Steel Company of Chicago, Illinois | E. Lionel Pavlo of New York | 3 | 2 | 870 | 265.18 | 11052 | 3368.65 | 60.7 | 18.5 | https://historicbridges.org/mississippi/vicksburgi20bridge/little_vicksburgi20bridge_brg_3678_small.jpg | https://historicbridges.org/mississippi/vicksburgi20bridge/little_vicksburgi20bridge_brg_3678.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=mississippi/vicksburgi20bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.313445,-90.904867 | |||||||
| 7325 | Keesler Bridge | This nicely detailed swing bridge forms a stunning gateway for downtown Greenwood. The technical description of the main or most noteworthy span of the bridge is a 290 ft (88.39 m) metal rivet-connected Pratt through truss, movable: swing, Center Pier. The bridge was primarily built by Riley-Bailey Construction Company of St. Louis, Missouri. | 33.521719 | -90.184199 | Grand Boulevard (Fulton Street) | Yazoo River | Greenwood | Leflore County, Mississippi | Mississippi | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Movable: Swing | Center Pier | 0 | 1 | Concrete | T-Beam | Fixed | 0 | 12 | 1925 | 2003 | Riley-Bailey Construction Company of St. Louis, Missouri | 7 | 9 | 290 | 88.39 | 709 | 216.1 | 25 | 7.62 | https://historicbridges.org/mississippi/greenwoodswingbridge/little_greenwoodswingbridge_brg_5070_1_2vib_small.jpg | https://historicbridges.org/mississippi/greenwoodswingbridge/little_greenwoodswingbridge_brg_5070_1_2vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=mississippi/greenwoodswingbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.521719,-90.184199 | ||||||||||
| 7326 | Hinman Bridge | This mid 20th century through truss bridge supports four lanes of traffic plus sidewalks with ornamental railing. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 33.519081 | -90.203672 | US-82 (11th Street) | Yazoo River | Greenwood | Leflore County, Mississippi | Mississippi | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Concrete | T-Beam | Fixed | 0 | 13 | 1954 | 0 | American Bridge Company of New York, New York | 5 | 6 | 180 | 54.86 | 794 | 242.01 | 0 | 0 | https://historicbridges.org/mississippi/greenwoodhinmanbridge/little_greenwoodhinmanbridge_brg_5505_6_7vib_small.jpg | https://historicbridges.org/mississippi/greenwoodhinmanbridge/little_greenwoodhinmanbridge_brg_5505_6_7vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=mississippi/greenwoodhinmanbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.519081,-90.203672 | |||||||||||
| 7327 | ! | Bude Bridge | This is a rare small-scale two-span continuous through truss unit, which also includes a series of approach spans. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) metal continuous rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. | 31.440446 | -90.855764 | US-98 | Homochitto River | Bude | Franklin County, Mississippi | Mississippi | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 8 | Continuous | 2 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 9 | 1951 | 0 | Unknown | 6 | 7 | 170 | 51.82 | 692 | 210.92 | 26 | 7.92 | https://historicbridges.org/mississippi/budebridge/little_budebridge_brg_9402_small.jpg | https://historicbridges.org/mississippi/budebridge/little_budebridge_brg_9402.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=mississippi/budebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.440446,-90.855764 | |||||||||
| 7328 | Bridgeport Road Bridge | This lightweight Parker through truss bridge has been bypassed and abandoned. The technical description of the main or most noteworthy span of the bridge is a 162 ft (49.38 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by Unknown. | 31.845942 | -90.092927 | Bridgeport Road | Strong River | Rural | Simpson County, Mississippi | Mississippi | United States | Metal | Camelback | Pin-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 162 | 49.38 | 0 | 0 | 0 | 0 | https://historicbridges.org/mississippi/bridgeportroadbridge/little_bridgeportroadbridge_brg_7596_7_8vr_small.jpg | https://historicbridges.org/mississippi/bridgeportroadbridge/little_bridgeportroadbridge_brg_7596_7_8vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=mississippi/bridgeportroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.845942,-90.092927 | ||||||||||||||
| 7329 | Byram Swinging Bridge | This is a large swinging style suspension bridge with riveted, latticed, and laced suspension towers and it has been preserved for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal swinging wire cable suspension, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Schuster and Jacob of Fayette, Mississippi. | 32.176661 | -90.243447 | Pedestrian Walkway (Swinging Bridge Road) | Pearl River | Byram | Hinds County, Mississippi and Rankin County, Mississippi | Mississippi | United States | Metal | Swinging | Wire Cable | Suspension | Fixed | 0 | 3 | 0 | 0 | 1905 | 0 | Unknown | Schuster and Jacob of Fayette, Mississippi | 7 | 9 | 200 | 60.96 | 360 | 109.73 | 20 | 6.1 | https://historicbridges.org/mississippi/byramswingingbridge/little_img_byramswingingbridge_0917_small.jpg | https://historicbridges.org/mississippi/byramswingingbridge/little_img_byramswingingbridge_0917.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=mississippi/byramswingingbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.176661,-90.243447 | ||||||||||||||
| 7330 | Eddiceton Bridge | Featuring a rare combination of pin-connected Pratt and Camelback truss spans, this formerly public bridge is still used by traffic as part of a privately owned camp. The technical description of the main or most noteworthy span of the bridge is a 186 ft (56.69 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by Unknown. | 31.493106 | -90.789377 | Burris Road | Homochitto River | Rural | Franklin County, Mississippi | Mississippi | United States | Metal | Camelback | Pin-Connected | Through | Truss | Fixed | 10 | 1 | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 0 | 0 | 0 | Unknown | 7 | 8 | 186 | 56.69 | 488.7 | 148.96 | 14 | 4.27 | https://historicbridges.org/mississippi/eddicetonbridge/little_img_eddicetonbridge_0999_small.jpg | https://historicbridges.org/mississippi/eddicetonbridge/little_img_eddicetonbridge_0999.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=mississippi/eddicetonbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.493106,-90.789377 | ||||||||
| 7331 | Gatesville Bridge | This bridge is an rare surviving pin-connected Pennsylvania highway truss, and it has been bypassed and abandoned. The technical description of the main or most noteworthy span of the bridge is a 240 ft (73.15 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Converse Bridge Company of Chattanooga, Tennessee. | 31.996355 | -90.223868 | Gatesville Road (Abandoned Alignment) | Pearl River | Rural | Copiah County, Mississippi and Simpson County, Mississippi | Mississippi | United States | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 14 | 1 | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 1908 | 0 | Converse Bridge Company of Chattanooga, Tennessee | 8 | 8 | 240 | 73.15 | 417 | 127.1 | 13 | 3.96 | https://historicbridges.org/mississippi/gatesvillebridge/little_gatesvillebridge_brg_6327_8_9vib_small.jpg | https://historicbridges.org/mississippi/gatesvillebridge/little_gatesvillebridge_brg_6327_8_9vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=mississippi/gatesvillebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.996355,-90.223868 | ||||||||
| 7332 | Homochitto River Railroad Bridge | This multi-span railroad through truss has a number of bolted alterations but still is an attractive bridge. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 31.502705 | -90.777893 | Railroad (Natchez Railway) | Homochitto River | Rural | Franklin County, Mississippi | Mississippi | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 4 | 4 | 0 | 0 | 1906 | 0 | Unknown | 6 | 6 | 100 | 30.48 | 565 | 172.21 | 0 | 0 | https://historicbridges.org/mississippi/homochittoriverrailroadbridge/little_homochittoriverrailroadbridge_brg_9222_3_4vib_small.jpg | https://historicbridges.org/mississippi/homochittoriverrailroadbridge/little_homochittoriverrailroadbridge_brg_9222_3_4vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=mississippi/homochittoriverrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.502705,-90.777893 | ||||||||||||||
| 7333 | Louisville Avenue Bridge | Lea Joyner Bridge | This spectacular bascule bridge is noted for its bridgetender houses and also for its deck truss approach spans. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal Variable Depth deck girder, movable: double leaf bascule, Strauss Trunnion. The bridge was primarily built by Vincennes Bridge Company of Vincennes, Indiana and Stevens Brothers of St. Paul, Minnesota. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois and Louisiana Highway Commission. | 32.505626 | -92.125426 | Louisville Avenue (US-80, and LA-15) | Ouachita River | Monroe | Ouachita Parish, Louisiana | Louisiana | United States | Metal | Variable Depth | Deck | Girder | Movable: Double Leaf Bascule | Strauss Trunnion | 0 | 1 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 10 | 15 | 1936 | 2013 | Vincennes Bridge Company of Vincennes, Indiana and Stevens Brothers of St. Paul, Minnesota | Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois and Louisiana Highway Commission | 8 | 8 | 160 | 48.77 | 1170 | 356.62 | 40 | 12.19 | https://historicbridges.org/louisiana/monroelouisvilleavenuebridge/little_monroelouisvilleavenuebridge_brg_2676_small.jpg | https://historicbridges.org/louisiana/monroelouisvilleavenuebridge/little_monroelouisvilleavenuebridge_brg_2676.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/monroelouisvilleavenuebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.505626,-92.125426 | ||||||
| 7334 | Huron Line Driveway Bridge | This is one of a number of steel stringer bridges in Huron County noted for their lattice railing. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 43.669458 | -83.362011 | Private Drive | Huron Line Drain | Rural | Huron County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 20 | 6.1 | 20 | 6.1 | 15 | 4.57 | https://historicbridges.org/michigan/huronlineroad/little_rickmcomber_huronline_small.jpg | https://historicbridges.org/michigan/huronlineroad/little_rickmcomber_huronline.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/huronlineroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.669458,-83.362011 | |||||||||||||||||
| 7335 | Rescue Road Columbia Drain Bridge | This is one of a number of steel stringer bridges in Huron County noted for their lattice railing. The technical description of the main or most noteworthy span of the bridge is a 28 ft (8.53 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 43.712827 | -83.371613 | Rescue Road | Columbia Drain | Rural | Huron County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1927 | 0 | Unknown | 3 | 3 | 28 | 8.53 | 30 | 9.14 | 24 | 7.32 | https://historicbridges.org/michigan/huronrescue/little_rickmcomber_img_5004_small.jpg | https://historicbridges.org/michigan/huronrescue/little_rickmcomber_img_5004.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/huronrescue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.712827,-83.371613 | |||||||||||||||||
| 7336 | McAlpin Road Driveway Bridge 1 | This is one of a number of steel stringer bridges in Huron County noted for their lattice railing. The technical description of the main or most noteworthy span of the bridge is a 26 ft (7.92 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 43.698914 | -83.333788 | Private Drive | McAlpin Road Drain | Rural | Huron County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 26 | 7.92 | 28 | 8.53 | 15 | 4.57 | https://historicbridges.org/michigan/mcalpin1/little_rickmcomber_mcalpinrd1_small.jpg | https://historicbridges.org/michigan/mcalpin1/little_rickmcomber_mcalpinrd1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/mcalpin1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.698914,-83.333788 | |||||||||||||||||
| 7337 | McAlpin Road Driveway Bridge 2 | This is one of a number of steel stringer bridges in Huron County noted for their lattice railing. The technical description of the main or most noteworthy span of the bridge is a 26 ft (7.92 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 43.698980 | -83.328754 | Private Drive | McAlpin Road Drain | Rural | Huron County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 26 | 7.92 | 28 | 8.53 | 15 | 4.57 | https://historicbridges.org/michigan/mcalpin2/little_rickmcomber_img_5060_small.jpg | https://historicbridges.org/michigan/mcalpin2/little_rickmcomber_img_5060.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/mcalpin2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.698980,-83.328754 | |||||||||||||||||
| 7338 | McAlpin Road Driveway Bridge 3 | This is one of a number of steel stringer bridges in Huron County noted for their lattice railing. The technical description of the main or most noteworthy span of the bridge is a 26 ft (7.92 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 43.699022 | -83.323848 | Private Drive | McAlpin Road Drain | Rural | Huron County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 26 | 7.92 | 28 | 8.53 | 15 | 4.57 | https://historicbridges.org/michigan/mcalpin3/little_rickmcomber_img_5077_small.jpg | https://historicbridges.org/michigan/mcalpin3/little_rickmcomber_img_5077.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/mcalpin3/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.699022,-83.323848 | |||||||||||||||||
| 7340 | Pine Street Bridge | This is one of the only known surviving examples of a Whipple deck truss in the country and may have been built by the Boston Bridge Works. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Whipple (Double-Intersection Pratt) deck truss, fixed. The bridge was primarily built by Boston Bridge Works of Boston, Massachusetts (Possible Builder). | 41.711570 | -72.202629 | Pine Street | Willimantic River | Willimantic | Windham County, Connecticut | Connecticut | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Deck | Truss | Fixed | 8 | 1 | Metal | Warren (No Verticals) | Rivet-Connected | Deck | Truss | Fixed | 0 | 2 | 1880 | 0 | Boston Bridge Works of Boston, Massachusetts (Possible Builder) | 9 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/connecticut/pinestreetbridge/little_dsc_1697_small.jpg | https://historicbridges.org/connecticut/pinestreetbridge/little_dsc_1697.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/pinestreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.711570,-72.202629 | ||||||||
| 7341 | Rockwood Railway Bridge | This multi-span high level deck plate girder bridge is supported by handsome stone piers. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. | 43.621306 | -80.141361 | Railroad (Go (Kitchener Line), Former Grand Trunk Railway) | Eramosa River | Guelph/Eramosa Township (Rockwood) | Wellington County, Ontario | Ontario | Canada | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/gtrrockwood/little_20200813_180920_small.jpg | https://historicbridges.org/ontario/gtrrockwood/little_20200813_180920.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/gtrrockwood/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.621306,-80.141361 | ||||||||||||||||
| 7342 | Rockwood Richardson Creek Railway Bridge | Hidden away on this railway line is this pristine example of a stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 43.622035 | -80.135529 | Railroad (Go (Kitchener Line), Former Grand Trunk Railway) | Rockwood Richardson | Guelph/Eramosa Township (Rockwood) | Wellington County, Ontario | Ontario | Canada | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/gtrrichardsoncreekarch/little_20200813_184412_small.jpg | https://historicbridges.org/ontario/gtrrichardsoncreekarch/little_20200813_184412.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/gtrrichardsoncreekarch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.622035,-80.135529 | |||||||||||||||
| 7343 | Fallbrook Farm Bridge | Fallbrook Farm Culvert | This tiny bridge is a rare surviving example of a stone arch highway bridge in Ontario, and it has been rehabilitated. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 43.691009 | -79.969836 | Sideroad 27 | Silver Creek | Halton Hills | Halton Region, Ontario | Ontario | Canada | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/fallbrookfarm/little_20200810_185947_small.jpg | https://historicbridges.org/ontario/fallbrookfarm/little_20200810_185947.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/fallbrookfarm/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.691009,-79.969836 | ||||||||||||||
| 7344 | Texas Street Bridge | Long-Allen Bridge | This truly unique bridge is noted for its K-truss cantilever configuration, and is the only such bridge in the state. The technical description of the main or most noteworthy span of the bridge is a 520 ft (158.5 m) metal cantilever rivet-connected K-Truss through truss, fixed. The bridge was primarily built by Weatherly Construction Company of Kansas City, Missouri and Virginia Bridge Company of Roanoke, Virginia. | 32.518001 | -93.742535 | Texas Street (US-79 and US-80) | Red River | Bossier City and Shreveport | Bossier Parish, Louisiana and Caddo Parish, Louisiana | Louisiana | United States | Metal | K-Truss | Rivet-Connected | Through | Truss | Fixed | 20 | Cantilever | 3 | Metal | K-Truss | Rivet-Connected | Deck | T-Beam | Fixed | 0 | 42 | 1933 | 2019 | Weatherly Construction Company of Kansas City, Missouri and Virginia Bridge Company of Roanoke, Virginia | 9 | 9 | 520 | 158.5 | 2982 | 908.91 | 40 | 12.19 | https://historicbridges.org/louisiana/shreveportbridgetexasstreet/little_shreveportbridgetexasstreet_brg_1764_small.jpg | https://historicbridges.org/louisiana/shreveportbridgetexasstreet/little_shreveportbridgetexasstreet_brg_1764.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/shreveportbridgetexasstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.518001,-93.742535 | ||||||
| 7345 | Monroe Railroad Bridge | This large truss bridge has a variety of span types and ages, and has a complex history. The technical description of the main or most noteworthy span of the bridge is a 295 ft (89.92 m) metal rivet-connected Pratt through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by A. M. Blodgett of Kansas City, Missouri. The bridge was primarily designed by C. Shaler Smith (1882 Substructure). | 32.501371 | -92.120113 | Railroad (Kansas City Southern) | Ouachita River | Monroe | Ouachita Parish, Louisiana | Louisiana | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 0 | 1 | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 9 | 3 | 1907 | 0 | A. M. Blodgett of Kansas City, Missouri | C. Shaler Smith (1882 Substructure) | 7 | 8 | 295 | 89.92 | 915 | 278.89 | 0 | 0 | https://historicbridges.org/louisiana/monroerailroadbridge/little_img_monroerailroadbridge_0860_small.jpg | https://historicbridges.org/louisiana/monroerailroadbridge/little_img_monroerailroadbridge_0860.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/monroerailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.501371,-92.120113 | ||||||
| 7346 | Shreveport Railroad Bridge North | Located in the heart of the city is this large truss bridge that continues to carry heavy freight trains. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal rivet-connected Pratt through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Unknown. | 32.514672 | -93.741317 | Railroad (Kansas City Southern) | Red River | Bossier City and Shreveport | Bossier Parish, Louisiana and Caddo Parish, Louisiana | Louisiana | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 0 | 1 | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 9 | 8 | 1916 | 0 | Unknown | 7 | 7 | 300 | 91.44 | 1364 | 415.75 | 0 | 0 | https://historicbridges.org/louisiana/shreveportrailroadbridgenorth/little_shreveportrailroadbridgenorth_brg_1152_small.jpg | https://historicbridges.org/louisiana/shreveportrailroadbridgenorth/little_shreveportrailroadbridgenorth_brg_1152.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/shreveportrailroadbridgenorth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.514672,-93.741317 | |||||||
| 7347 | Caddo Lake Bridge | Mooringsport Bridge | Although the counterweights and cables have been removed, this bridge remains a rare and early example of a Waddell vertical lift bridge in the state. The technical description of the main or most noteworthy span of the bridge is a 95 ft (28.96 m) metal rivet-connected Warren pony truss, movable: vertical lift. The bridge was primarily built by Midland Bridge Company of Kansas City, Missouri. The bridge was primarily designed by Waddell and Harrington of Kansas City, Missouri. | 32.696121 | -93.957772 | Pedestrian Walkway (Old LA-538 Alignment) | Caddo Lake | Mooringsport | Caddo Parish, Louisiana | Louisiana | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Movable: Vertical Lift | 6 | 1 | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 6 | 1914 | 0 | Midland Bridge Company of Kansas City, Missouri | Waddell and Harrington of Kansas City, Missouri | 8 | 9 | 95 | 28.96 | 575 | 175.26 | 0 | 0 | https://historicbridges.org/louisiana/caddolakebridge/little_img_caddolakebridge_0834_small.jpg | https://historicbridges.org/louisiana/caddolakebridge/little_img_caddolakebridge_0834.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/caddolakebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.696121,-93.957772 | ||||||
| 7348 | Shreveport Railroad Bridge South | This swing truss bridge is complimented by a series of fixed through truss approach spans. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal rivet-connected Warren through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Unknown. The bridge was primarily designed by Julius Schaub of Chicago, Illinois. | 32.509400 | -93.724529 | Railroad (Union Pacific) | Red River | Bossier City and Shreveport | Bossier Parish, Louisiana and Caddo Parish, Louisiana | Louisiana | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 0 | 1 | Metal | Pennsylvania | Multiple-Type-Connected | Through | Truss | Fixed | 8 | 8 | 1907 | 0 | Unknown | Julius Schaub of Chicago, Illinois | 7 | 7 | 300 | 91.44 | 1370 | 417.58 | 0 | 0 | https://historicbridges.org/louisiana/shreveportrailroadbridgesouth/little_img_shreveportrailroadbridgesouth_0856_small.jpg | https://historicbridges.org/louisiana/shreveportrailroadbridgesouth/little_img_shreveportrailroadbridgesouth_0856.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/shreveportrailroadbridgesouth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.509400,-93.724529 | ||||||
| 7350 | Jimmie Davis Bridge | This bridge is a late example of a metal truss bridge, but is noted for its large 300 foot spans. The technical description of the main or most noteworthy span of the bridge is a 400 ft (121.92 m) metal bolt-connected Polygonal Warren through truss, fixed. The bridge was primarily built by O. L. Sims Company of Louisiana. | 32.458828 | -93.679127 | Jimmie Davis Highway (LA-511) | Red River, Clyde Fant Memorial Parkway, and Arthur Ray Teague Parkway | Bossier City and Shreveport | Bossier Parish, Louisiana and Caddo Parish, Louisiana | Louisiana | United States | Metal | Polygonal Warren | Bolt-Connected | Through | Truss | Fixed | 12 | 3 | Metal | Deck | Girder | Fixed | 0 | 13 | 1968 | 0 | O. L. Sims Company of Louisiana | 6 | 6 | 400 | 121.92 | 2823 | 860.45 | 30.2 | 9.2 | https://historicbridges.org/louisiana/jimmiedavisbridge/little_jimmiedavisbridge_brg_2058b_small.jpg | https://historicbridges.org/louisiana/jimmiedavisbridge/little_jimmiedavisbridge_brg_2058b.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/jimmiedavisbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.458828,-93.679127 | ||||||||||
| 7351 | Longfellow Bridge | Cambridge Bridge, Salt and Pepper Shaker Bridge | Featuring immensely ornate architectural details, this monumental bridge has been beautifully restored. The technical description of the main or most noteworthy span of the bridge is a 243 ft (74.07 m) metal two-hinged Solid Ribbed deck arch, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. The bridge was primarily designed by William Jackson and Edmund M. Wheelwright. | 42.361506 | -71.075348 | MA-3 (Cambridge Street, Main Street) and Railroad (MBTA, Red Line) | Charles River, MA-3 and MA-28 | Boston and Cambridge | Suffolk County, Massachusetts and Middlesex County, Massachusetts | Massachusetts | United States | Metal | Solid Ribbed | Two-Hinged | Deck | Arch | Fixed | 0 | 11 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1907 | 2018 | Phoenix Bridge Company of Phoenixville, Pennsylvania | William Jackson and Edmund M. Wheelwright | 8 | 9 | 243 | 74.07 | 2135 | 650.75 | 90.6 | 27.61 | https://historicbridges.org/massachusetts/longfellowbridge/little_longfellowbridge_2404_small.jpg | https://historicbridges.org/massachusetts/longfellowbridge/little_longfellowbridge_2404.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/longfellowbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.361506,-71.075348 | |||||||||
| 7352 | Sabine River Railroad Bridge | Erected in 1905, this unique bridge includes a span made from four truss lines of an older Whipple truss bridge. The technical description of the main or most noteworthy span of the bridge is a 215 ft (65.53 m) metal rivet-connected arch, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Missouri Valley Bridge and Iron Company of Leavenworth, Kansas and American Bridge Company of New York, New York. | 30.740731 | -93.618735 | Railroad (Timber Rock Railroad) | Sabine River | Rural | Beauregard Parish, Louisiana and Newton County, Texas | Louisiana and Texas | United States | Metal | Rivet-Connected | Arch | Movable: Swing | Rim Bearing Center Pier | 0 | 1 | Metal | Whipple | Pin-Connected | Through | Truss | Fixed | 11 | 0 | 1905 | 0 | Missouri Valley Bridge and Iron Company of Leavenworth, Kansas and American Bridge Company of New York, New York | 8 | 9 | 215 | 65.53 | 2243 | 683.67 | 0 | 0 | https://historicbridges.org/louisiana/sabineriverrailroadbridge/little_sabineriverrailroadbridge_brg_8424_5_6vib_small.jpg | https://historicbridges.org/louisiana/sabineriverrailroadbridge/little_sabineriverrailroadbridge_brg_8424_5_6vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/sabineriverrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.740731,-93.618735 | |||||||||
| 7353 | ! | Deweyville Bridge | This rare variable depth deck plate girder swing bridge is slated for demolition and replacement! The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal Variable Depth deck girder, movable: swing, Center Bearing Center Pier. The bridge was primarily built by Virginia Bridge and Iron Company of Roanoke, Virginia and Forcum-James Company of Dyersburg, Tennessee and Baton Rouge, Louisiana. The bridge was primarily designed by Louisiana Highway Commission. | 30.303802 | -93.743670 | LA-12 and TX-12 | Sabine River | Deweyville | Newton County, Texas and Calcasieu Parish, Louisiana | Louisiana and Texas | United States | Metal | Variable Depth | Deck | Girder | Movable: Swing | Center Bearing Center Pier | 0 | 1 | Concrete | T-Beam | Fixed | 0 | 4 | 1938 | 0 | Virginia Bridge and Iron Company of Roanoke, Virginia and Forcum-James Company of Dyersburg, Tennessee and Baton Rouge, Louisiana | Louisiana Highway Commission | 6 | 7 | 160 | 48.77 | 327 | 99.67 | 24 | 7.32 | https://historicbridges.org/louisiana/deweyville/little_deweyville_brg_7332_3_4vib_small.jpg | https://historicbridges.org/louisiana/deweyville/little_deweyville_brg_7332_3_4vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/deweyville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.303802,-93.743670 | |||||||||
| 7354 | Burr's Ferry Bridge | The bridge features a large central main span, flanked by a single smaller Parker truss on either side, plus numerous concrete approach spans. The technical description of the main or most noteworthy span of the bridge is a 250 ft (76.2 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by William Horace Williams Company of New Orleans, Louisiana. The bridge was primarily designed by Louisiana Highway Commission. | 31.064365 | -93.519451 | TX-63 and LA-8 (Nolan Trace) | Sabine River | Rural | Newton County, Texas and Vernon Parish, Louisiana | Texas and Louisiana | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 9 | 1 | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 7 | 36 | 1937 | 0 | William Horace Williams Company of New Orleans, Louisiana | Louisiana Highway Commission | 6 | 8 | 250 | 76.2 | 1882 | 573.63 | 23.6 | 7.19 | https://historicbridges.org/louisiana/burrsferrybridge/little_burrsferrybridge_brg_9141_2_3vib_small.jpg | https://historicbridges.org/louisiana/burrsferrybridge/little_burrsferrybridge_brg_9141_2_3vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/burrsferrybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.064365,-93.519451 | |||||||
| 7355 | Calcasieu River Railroad Bridge | This bridge features a 1907 swing truss span, but other spans on this bridge date to 1966. The technical description of the main or most noteworthy span of the bridge is a 225 ft (68.58 m) metal rivet-connected Pratt through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Unknown. | 30.238184 | -93.246920 | Railroad (Union Pacific) | Calcasieu River | Lake Charles and Westlake | Calcasieu Parish, Louisiana | Louisiana | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 8 | 1 | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 6 | 1907 | 1966 | Unknown | 6 | 5 | 225 | 68.58 | 590 | 179.83 | 0 | 0 | https://historicbridges.org/louisiana/lakecharlesrailroad/little_lakecharlesrailroad_brg_6999_7000_7001vib_small.jpg | https://historicbridges.org/louisiana/lakecharlesrailroad/little_lakecharlesrailroad_brg_6999_7000_7001vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/lakecharlesrailroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.238184,-93.246920 | |||||||
| 7357 | Bayou Tigre Bridge | This noteworthy 1926 swing span was relocated and reused at this location in 1960. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Warren through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Vincennes Bridge Company of Vincennes, Indiana. The bridge was primarily designed by Louisiana Highway Commission. | 29.917514 | -91.998481 | LA-330 | Bayou Tigre | Rural | Vermilion Parish, Louisiana | Louisiana | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 8 | 1 | Concrete | Slab | Fixed | 0 | 8 | 1926 | 1960 | Vincennes Bridge Company of Vincennes, Indiana | Louisiana Highway Commission | 6 | 6 | 160 | 48.77 | 323 | 98.45 | 18 | 5.49 | https://historicbridges.org/louisiana/bayoutigrela330bridge/little_bayoutigrela330bridge_brg_2718_small.jpg | https://historicbridges.org/louisiana/bayoutigrela330bridge/little_bayoutigrela330bridge_brg_2718.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/bayoutigrela330bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.917514,-91.998481 | |||||||||
| 7358 | Delcambre Canal Railroad Bridge | This is an early surviving and small scale example of a railroad vertical lift bridge. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal deck girder, movable: vertical lift, Span Drive. The bridge was primarily built by American Bridge Company of New York, New York. | 29.950693 | -91.983067 | Railroad (Louisiana and Delta Railroad) | Delcambre Canal (Bayou Carlin) | Delcambre | Iberia Parish, Louisiana | Louisiana | United States | Metal | Deck | Girder | Movable: Vertical Lift | Span Drive | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 2 | 1910 | 0 | American Bridge Company of New York, New York | 7 | 7 | 50 | 15.24 | 100 | 30.48 | 0 | 0 | https://historicbridges.org/louisiana/delcambrecanalbridge/little_delcambrecanalbridge_brg_2454_5_6vib_small.jpg | https://historicbridges.org/louisiana/delcambrecanalbridge/little_delcambrecanalbridge_brg_2454_5_6vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/delcambrecanalbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.950693,-91.983067 | |||||||||||
| 7359 | LA-1 Southbound Bridge | This vertical lift bridge had its towers removed so only the lift through truss span remains. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Warren through truss, movable: vertical lift, Tower Drive. The bridge was primarily built by Unknown. | 30.293187 | -91.238399 | LA-1 Southbound | Bayou Plaquemine | Plaquemine | Iberville Parish, Louisiana | Louisiana | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Vertical Lift | Tower Drive | 6 | 1 | 0 | 10 | 1950 | 0 | Unknown | 6 | 6 | 150 | 45.72 | 459 | 139.9 | 28 | 8.53 | https://historicbridges.org/louisiana/bayouplaqueminehighwaybridge/little_bayouplaqueminehighwaybridge_brg_4344_5_6vib_small.jpg | https://historicbridges.org/louisiana/bayouplaqueminehighwaybridge/little_bayouplaqueminehighwaybridge_brg_4344_5_6vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/bayouplaqueminehighwaybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.293187,-91.238399 | |||||||||||||
| 7360 | Bayou Plaquemine Railroad Bridge | This is a rare example of a Strauss heel-trunnion bascule bridge. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Warren through truss, fixed, Heel Trunnion. The bridge was primarily built by Unknown. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. | 30.293060 | -91.238586 | Railroad (Union Pacific) | Bayou Plaquemine | Plaquemine | Iberville Parish, Louisiana | Louisiana | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | Heel Trunnion | 6 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 1921 | 0 | Unknown | Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois | 7 | 8 | 140 | 42.67 | 0 | 0 | 0 | 0 | https://historicbridges.org/louisiana/bayouplaqueminerailroadbridge/little_bayouplaqueminerailroadbridge_brg_4281_2_3vr_small.jpg | https://historicbridges.org/louisiana/bayouplaqueminerailroadbridge/little_bayouplaqueminerailroadbridge_brg_4281_2_3vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/bayouplaqueminerailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.293060,-91.238586 | |||||||||
| 7361 | Sarto Bridge | Sarto Old Iron Bridge | This is one of the oldest highway swing bridges surviving in the state. The technical description of the main or most noteworthy span of the bridge is a 127 ft (38.71 m) metal multiple-type-connected Queenpost through truss, movable: swing. The bridge was primarily built by Austin Bridge Company of Dallas, Texas. | 31.073883 | -91.792640 | Pedestrian Walkway | Bayou des Glaises | Big Bend | Avoyelles Parish, Louisiana | Louisiana | United States | Metal | Queenpost | Multiple-Type-Connected | Through | Truss | Movable: Swing | 0 | 1 | 0 | 0 | 1916 | 2011 | Austin Bridge Company of Dallas, Texas | 7 | 9 | 127 | 38.71 | 275 | 83.82 | 0 | 0 | https://historicbridges.org/louisiana/sartobridge/little_sartobridge_brg_1515_6_7vib_small.jpg | https://historicbridges.org/louisiana/sartobridge/little_sartobridge_brg_1515_6_7vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/sartobridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.073883,-91.792640 | |||||||||||||
| 7362 | Simmesport Railroad Bridge | This large railroad truss swing bridge once carried highway traffic on a shared deck. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal rivet-connected Baltimore through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. The bridge was primarily designed by Harrington and Cortelyou. | 30.981605 | -91.797737 | Railroad (Kansas City Southern) | Atchafalaya River | Simmesport | Avoyelles Parish, Louisiana and Pointe Coupee Parish, Louisiana | Louisiana | United States | Metal | Baltimore | Rivet-Connected | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 12 | 1 | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 12 | 0 | 1928 | 0 | Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin | Harrington and Cortelyou | 7 | 8 | 300 | 91.44 | 2170 | 661.42 | 0 | 0 | https://historicbridges.org/louisiana/simmesportrailroadbridge/little_simmesportrailroadbridge_brg_1239_40_41vib_small.jpg | https://historicbridges.org/louisiana/simmesportrailroadbridge/little_simmesportrailroadbridge_brg_1239_40_41vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/simmesportrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.981605,-91.797737 | ||||||
| 7363 | Melville Railroad Bridge | Famous engineer Ralph Modjeski was the chief engineer for the design of this large truss bridge featuring a lift span. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal rivet-connected Warren through truss, movable: vertical lift, Tower Drive. The bridge was primarily built by Unknown. The bridge was primarily designed by Ralph Modjeski. | 30.690791 | -91.734523 | Railroad (Union Pacific) | Atchafalaya River | Melville | St. Landry Parish, Louisiana and Pointe Coupee Parish, Louisiana | Louisiana | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Vertical Lift | Tower Drive | 6 | 1 | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 12 | 0 | 1929 | 0 | Unknown | Ralph Modjeski | 7 | 7 | 180 | 54.86 | 3932 | 1198.47 | 0 | 0 | https://historicbridges.org/louisiana/melvillebridge/little_melvillebridge_brg_1896_small.jpg | https://historicbridges.org/louisiana/melvillebridge/little_melvillebridge_brg_1896.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/melvillebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.690791,-91.734523 | ||||||
| 7364 | Melville Pipeline Bridge | This is a highly unusual example of a very long-span pipeline bridge and it features unusual design. The technical description of the main or most noteworthy span of the bridge is a 2000 ft (609.6 m) metal wire cable suspension, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Matthews and Kenan of San Antonio, Texas. | 30.709222 | -91.736039 | Pipeline | Atchafalaya River | Melville | St. Landry Parish, Louisiana and Pointe Coupee Parish, Louisiana | Louisiana | United States | Metal | Wire Cable | Suspension | Fixed | 0 | 3 | 0 | 0 | 1951 | 0 | American Bridge Company of New York, New York | Matthews and Kenan of San Antonio, Texas | 6 | 6 | 2000 | 609.6 | 3667 | 1117.7 | 0 | 0 | https://historicbridges.org/louisiana/melvillepipelinebridge/little_melvillepipelinebridge_brg_1668_69_70vr_small.jpg | https://historicbridges.org/louisiana/melvillepipelinebridge/little_melvillepipelinebridge_brg_1668_69_70vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/melvillepipelinebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.709222,-91.736039 | |||||||||||||||
| 7365 | Yellow Bayou Railroad Bridge | This is a traditionally composed example of a mid-20th century through truss railroad bridge. The technical description of the main or most noteworthy span of the bridge is a 400 ft (121.92 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 29.698346 | -91.373627 | Railroad (BNSF) | Yellow Bayou | Rural | St. Mary Parish, Louisiana | Louisiana | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 12 | 3 | 0 | 2 | 1941 | 0 | American Bridge Company of New York, New York | 6 | 6 | 400 | 121.92 | 1350 | 411.48 | 0 | 0 | https://historicbridges.org/louisiana/yellowbayou/little_yellowbayourailroadbridge_brg_0918_small.jpg | https://historicbridges.org/louisiana/yellowbayou/little_yellowbayourailroadbridge_brg_0918.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/yellowbayou/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.698346,-91.373627 | ||||||||||||||
| 7366 | Maestri Bridge | Watson-Williams Bridge, Pontchartrain Bridge, Five Mile Bridge | This extremely long bridge is so long that it includes two bascule spans, which is very unusual. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal deck girder, movable: bascule. The bridge was primarily built by Ford, Bacon, and Davis. The bridge was primarily designed by Modjeski and Masters. | 30.203964 | -89.834790 | US-11 (Pontchartrain Drive) | Lake Pontchartrain | New Orleans | Orleans Parish, Louisiana and St. Tammany Parish, Louisiana | Louisiana | United States | Metal | Deck | Girder | Movable: Bascule | 0 | 2 | Concrete | Curved | T-Beam | Movable: Double Leaf Bascule | 0 | 700 | 1928 | 2019 | Ford, Bacon, and Davis | Modjeski and Masters | 7 | 8 | 150 | 45.72 | 24923 | 7596.53 | 30 | 9.14 | https://historicbridges.org/louisiana/maestribridge/little_maestribridge_brg_3768_small.jpg | https://historicbridges.org/louisiana/maestribridge/little_maestribridge_brg_3768.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/maestribridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.203964,-89.834790 | ||||||||||
| 7367 | Chef Menteur Pass Railroad Bridge | This railroad through truss swing bridge is flanked by a fixed through truss span at each end. The technical description of the main or most noteworthy span of the bridge is a 275 ft (83.82 m) metal rivet-connected Camelback through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Mount Vernon Bridge Company of Mount Vernon, Ohio. | 30.064405 | -89.800439 | Railroad (CSX) | Chef Menteur Pass | New Orleans | Orleans Parish, Louisiana | Louisiana | United States | Metal | Camelback | Rivet-Connected | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 10 | 1 | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 10 | 0 | 1925 | 0 | Mount Vernon Bridge Company of Mount Vernon, Ohio | 6 | 7 | 275 | 83.82 | 1130 | 344.42 | 0 | 0 | https://historicbridges.org/louisiana/chefmenteurpassrailroadbridge/little_chefmenteurpassrailroadbridge_brg_4669_70_71vib_small.jpg | https://historicbridges.org/louisiana/chefmenteurpassrailroadbridge/little_chefmenteurpassrailroadbridge_brg_4669_70_71vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/chefmenteurpassrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.064405,-89.800439 | |||||||
| 7368 | Rigolets Pass Railroad Bridge | This bridge features a swing through span flanked by four fixed through truss spans on each side plus some smaller approach spans. The technical description of the main or most noteworthy span of the bridge is a 415 ft (126.49 m) metal rivet-connected Polygonal Warren through truss, fixed, Rim Bearing Center Pier. The bridge was primarily built by Missouri Valley Bridge and Iron Company of Leavenworth, Kansas and American Bridge Company of New York, New York. | 30.155212 | -89.630793 | Railroad (CSX) | The Rigolets | New Orleans | Orleans Parish, Louisiana and St. Tammany Parish, Louisiana | Louisiana | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | Rim Bearing Center Pier | 16 | 1 | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 12 | 0 | 1925 | 0 | Missouri Valley Bridge and Iron Company of Leavenworth, Kansas and American Bridge Company of New York, New York | 6 | 7 | 415 | 126.49 | 4555 | 1388.36 | 0 | 0 | https://historicbridges.org/louisiana/rigoletspassbridge/little_rigoletspassbridge_brg_3444_5_6vib_small.jpg | https://historicbridges.org/louisiana/rigoletspassbridge/little_rigoletspassbridge_brg_3444_5_6vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/rigoletspassbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.155212,-89.630793 | |||||||
| 7369 | Jefferson Railroad Bridge | This is an extremely rare example of a Howe railroad truss bridge. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal pin-connected Howe through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. | 32.755907 | -94.342399 | Railroad (Kansas City Southern) (Abandoned Alignment) | Big Cypress Bayou | Jefferson | Marion County, Texas | Texas | United States | Metal | Howe | Pin-Connected | Through | Truss | Fixed | 5 | 1 | Wood | Slab | Fixed | 0 | 0 | 1897 | 0 | Phoenix Bridge Company of Phoenixville, Pennsylvania | 8 | 8 | 130 | 39.62 | 0 | 0 | 0 | 0 | https://historicbridges.org/texas/jeffersontexasrailroadbridge/little_jeffersontexasrailroadbridge_brg_9696_7_8vib_small.jpg | https://historicbridges.org/texas/jeffersontexasrailroadbridge/little_jeffersontexasrailroadbridge_brg_9696_7_8vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/jeffersontexasrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.755907,-94.342399 | |||||||||||
| 7370 | Lucien Bridge | This traditional pin-connected truss bridge was closed to traffic and more recently had its deck burned off by vandals. The technical description of the main or most noteworthy span of the bridge is a 152 ft (46.33 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 31.511455 | -90.666604 | Stewart Road | McCall Creek | Rural | Franklin County, Mississippi | Mississippi | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 2 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 7 | 0 | 0 | Unknown | 7 | 7 | 152 | 46.33 | 414 | 126.19 | 15.7 | 4.79 | https://historicbridges.org/mississippi/lucienbridge/little_lucienbridge_brg_7926_7_8vib_small.jpg | https://historicbridges.org/mississippi/lucienbridge/little_lucienbridge_brg_7926_7_8vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=mississippi/lucienbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.511455,-90.666604 | |||||||||||
| 7371 | Louis S. Poindexter Memorial Bridge | Although a late example of a metal truss bridge, this bridge remains noteworthy for its uncommon continuous truss arrangement. The technical description of the main or most noteworthy span of the bridge is a 179.6 ft (54.74 m) metal continuous bolt-connected Polygonal Warren through truss, fixed. The bridge was primarily built by O. J. Stanton and Company of Greenwood, Mississippi. The bridge was primarily designed by Maxwell T. Huff. | 33.397188 | -90.272140 | CR-511 | Yazoo River | Rural | Leflore County, Mississippi | Mississippi | United States | Metal | Polygonal Warren | Bolt-Connected | Through | Truss | Fixed | 0 | Continuous | 3 | Pre-Stressed Concrete | Stringer (Multi-Beam) | Fixed | 0 | 7 | 1967 | 0 | O. J. Stanton and Company of Greenwood, Mississippi | Maxwell T. Huff | 4 | 6 | 179.6 | 54.74 | 667.7 | 203.51 | 28 | 8.53 | https://historicbridges.org/mississippi/yazoorivercr511bridge/little_yazoorivercr511bridge_brg_4815_small.jpg | https://historicbridges.org/mississippi/yazoorivercr511bridge/little_yazoorivercr511bridge_brg_4815.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=mississippi/yazoorivercr511bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.397188,-90.272140 | |||||||||
| 7372 | Ras Case Road Bridge | Bypassed and abandoned, this bridge is composed of two spans of slightly different proportions. The technical description of the main or most noteworthy span of the bridge is a 131.6 ft (40.11 m) metal bolt-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 31.705021 | -90.200129 | Ras Case Road (Abandoned Alignment) | Bahala Creek | Rural | Lawrence County, Mississippi | Mississippi | United States | Metal | Pratt | Bolt-Connected | Through | Truss | Fixed | 7 | 2 | 0 | 0 | 1909 | 0 | Unknown | 6 | 7 | 131.6 | 40.11 | 232 | 70.71 | 0 | 0 | https://historicbridges.org/mississippi/rascaseroadbridge/little_img_rascaseroadbridge_0971_small.jpg | https://historicbridges.org/mississippi/rascaseroadbridge/little_img_rascaseroadbridge_0971.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=mississippi/rascaseroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.705021,-90.200129 | ||||||||||||||
| 7373 | Nebo Road Bridge | This bridge has been abandoned, and some changes in the stream appear have resulted in the bridge's bottom chord being in the water often. The technical description of the main or most noteworthy span of the bridge is a 101.7 ft (31 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 33.332847 | -89.949346 | Nebo Road (CR-144) | Abiaca Creek | Rural | Carroll County, Mississippi | Mississippi | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | Unknown | 6 | 7 | 101.7 | 31 | 115.5 | 35.2 | 12 | 3.66 | https://historicbridges.org/mississippi/neboroadbridge/little_neboroadbridge_brg_5757_8_9vr_small.jpg | https://historicbridges.org/mississippi/neboroadbridge/little_neboroadbridge_brg_5757_8_9vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=mississippi/neboroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.332847,-89.949346 | |||||||||||
| 7374 | Morgan Fork Creek Railroad Bridge | This traditional railroad through truss bridge has a number of bolted repairs and member replacements. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 31.511740 | -90.982199 | Railroad (Natchez Railway) | Morgan Fork Creek and Kirby Road | Rural | Franklin County, Mississippi | Mississippi | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 4 | 2 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 0 | 1906 | 0 | Unknown | 6 | 6 | 100 | 30.48 | 450 | 137.16 | 0 | 0 | https://historicbridges.org/mississippi/morganforkcreekrailroadbridge/little_img_morganforkcreekrailroadbridge_1014_small.jpg | https://historicbridges.org/mississippi/morganforkcreekrailroadbridge/little_img_morganforkcreekrailroadbridge_1014.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=mississippi/morganforkcreekrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.511740,-90.982199 | |||||||||||
| 7375 | Homochitto River Railroad Bridge | This traditional railroad through truss bridge has a number of bolted repairs and member replacements. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 31.482997 | -90.914612 | Railroad (Natchez Railway) | Homochitto River | Rural | Franklin County, Mississippi | Mississippi | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 0 | 3 | 0 | 0 | 1906 | 0 | Unknown | 6 | 6 | 100 | 30.48 | 450 | 137.16 | 0 | 0 | https://historicbridges.org/mississippi/middleforkcreekrailroadbridge/little_img_middleforkcreekrailroadbridge_1010_small.jpg | https://historicbridges.org/mississippi/middleforkcreekrailroadbridge/little_img_middleforkcreekrailroadbridge_1010.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=mississippi/middleforkcreekrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.482997,-90.914612 | ||||||||||||||
| 7376 | Main Street Railroad Overpass | This railroad overpass is noted for its Art Deco style details. The technical description of the main or most noteworthy span of the bridge is a 38 ft (11.58 m) concrete slab, fixed. The bridge was primarily built by Unknown. | 33.512224 | -90.178926 | Railroad (Canadian National) | Main Street (Old US-49E) | Greenwood | Leflore County, Mississippi | Mississippi | United States | Concrete | Slab | Fixed | 0 | 4 | 0 | 0 | 0 | 0 | Unknown | 4 | 4 | 38 | 11.58 | 105 | 32 | 0 | 0 | https://historicbridges.org/mississippi/greenwoodrailroadoverpass/little_greenwoodrailroadoverpass_brg_4890b_small.jpg | https://historicbridges.org/mississippi/greenwoodrailroadoverpass/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=mississippi/greenwoodrailroadoverpass/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.512224,-90.178926 | |||||||||||||||||
| 7377 | Pont Ferroviaire de Terrebonne (Terrebonne Railway Bridge) | This is a good looking Pratt through truss railway bridge of decent size. The technical description of the main or most noteworthy span of the bridge is a 155 ft (47.24 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 45.692850 | -73.621490 | Railroad (Quebec Gatineau Railway) | Rivière des Mille Îles | Terrebonne and Laval | Lanaudière, Québec and Laval, Québec | Québec | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 4 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 155 | 47.24 | 630 | 192.02 | 0 | 0 | https://historicbridges.org/quebec/terrebonne/little_terrebonne_7289_90_91raa_small.jpg | https://historicbridges.org/quebec/terrebonne/little_terrebonne_7289_90_91raa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/terrebonne/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.692850,-73.621490 | ||||||||||||||
| 7378 | Pont Ferroviaire Laurier Nord (Laurier Railway Bridge North) | This is one of two long, multi-span railway truss bridges that carry the railway over the river via Île Bourdon. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 45.712470 | -73.487230 | Railroad (Canadian National, Via Rail, exo5) | Rivière des Prairies (North Channel) | Charlemagne and Repentigny | Lanaudière, Québec | Québec | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 5 | 7 | Metal | Through | Girder | Fixed | 0 | 2 | 1904 | 0 | Unknown | 7 | 7 | 140 | 42.67 | 1123 | 342.29 | 0 | 0 | https://historicbridges.org/quebec/charlemagnenorth/little_charlemagnenorth_6890_1_2vaa_small.jpg | https://historicbridges.org/quebec/charlemagnenorth/little_charlemagnenorth_6890_1_2vaa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/charlemagnenorth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.712470,-73.487230 | ||||||||||
| 7379 | Pont Ferroviaire Laurier Sud (Laurier Railway Bridge South) | This is one of two long, multi-span railway truss bridges that carry the railway over the river via Île Bourdon. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 45.703185 | -73.485620 | Railroad (Canadian National, Via Rail, exo5) | Rivière des Prairies (South Channel) | Montréal and Repentigny | Montréal, Québec and Lanaudière, Québec | Québec | Canada | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 5 | 10 | 1904 | 0 | Unknown | 7 | 7 | 200 | 60.96 | 1417 | 431.9 | 0 | 0 | https://historicbridges.org/quebec/charlemagnesouth/little_charlemagnesouth_7082_3_4raa_small.jpg | https://historicbridges.org/quebec/charlemagnesouth/little_charlemagnesouth_7082_3_4raa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/charlemagnesouth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.703185,-73.485620 | ||||||||
| 7380 | Pont de la Rue Sorel (Sorel Street Bridge) | This is a classic pony truss bridge noted for its laced endposts. The technical description of the main or most noteworthy span of the bridge is a 55 ft (16.76 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 45.906520 | -72.794130 | Rue des Sorel (2E Rang, Petit Rang des Sorel) | Rivière David | Saint-Guillaume | Centre-du-Québec, Québec | Québec | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 55 | 16.76 | 55 | 16.76 | 0 | 0 | https://historicbridges.org/quebec/rangpetitdessorel/little_rangpetitdessorel_2507aa_small.jpg | https://historicbridges.org/quebec/rangpetitdessorel/little_rangpetitdessorel_2507aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/rangpetitdessorel/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.906520,-72.794130 | ||||||||||||||
| 7381 | Pont de la Rivière Péribonka 1 (Péribonka River Bridge 1) | This is one of two pony truss bridges that can be found on this road, which leads on and off a small island in the river. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. | 48.744400 | -71.861620 | Chemin de l'Île du Repos | Rivière Péribonka (Channel) | Sainte-Monique | Saguenay-Lac-Saint-Jean, Québec | Québec | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1924 | 0 | Dominion Bridge Company of Montréal, Québec | 6 | 6 | 90 | 27.43 | 90 | 27.43 | 0 | 0 | https://historicbridges.org/quebec/stemonique1/little_stemonique1_8987aa_small.jpg | https://historicbridges.org/quebec/stemonique1/little_stemonique1_8987aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/stemonique1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.744400,-71.861620 | ||||||||||||||
| 7382 | Pont de la Rivière Péribonka 2 (Péribonka River Bridge 2) | This is one of two pony truss bridges that can be found on this road, which leads on and off a small island in the river. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. | 48.744842 | -71.863437 | Chemin de l'Île du Repos | Rivière Péribonka (Channel) | Sainte-Monique | Saguenay-Lac-Saint-Jean, Québec | Québec | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 1924 | 0 | Dominion Bridge Company of Montréal, Québec | 6 | 6 | 80 | 24.38 | 135 | 41.15 | 0 | 0 | https://historicbridges.org/quebec/stemonique2/little_stemonique2_8813_4_5raa_small.jpg | https://historicbridges.org/quebec/stemonique2/little_stemonique2_8813_4_5raa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/stemonique2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.744842,-71.863437 | ||||||||
| 7383 | L | Pont des Chars (Chars Bridge) | Although the swing span of this bridge was destroyed by a boat, the two fixed through truss approach spans remain and have heritage value. The technical description of the main or most noteworthy span of the bridge is a 235 ft (71.63 m) metal rivet-connected Warren through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Hyacinthe Beauchemin of Sorel, Québec. | 46.038339 | -73.116286 | Railroad (Abandoned Canadian National) | Rivière Richelieu | Sorel-Tracy | Montérégie, Québec | Québec | Canada | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 0 | 1 | Metal | Rivet-Connected | 5 | 0 | 1896 | 0 | Hyacinthe Beauchemin of Sorel, Québec | 7 | 7 | 235 | 71.63 | 500 | 152.4 | 0 | 0 | https://historicbridges.org/quebec/sorelrail/little_sorelrail_3368_69_70raa_small.jpg | https://historicbridges.org/quebec/sorelrail/little_sorelrail_3368_69_70raa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/sorelrail/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.038339,-73.116286 | ||||||||||
| 7384 | Pont Larocque (Larocque Bridge) | One of two vertical lift bridges built on this canal, this one is unique for its combined highway and railway deck. The technical description of the main or most noteworthy span of the bridge is a 210 ft (64.01 m) metal rivet-connected Parker through truss, movable: vertical lift, Span Drive. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. | 45.226090 | -74.114670 | QC-132, QC-202 and Railroad (CSX) | Canal de Beauharnois | Salaberry-de-Valleyfield | Montérégie, Québec | Québec | Canada | Metal | Parker | Rivet-Connected | Through | Truss | Movable: Vertical Lift | Span Drive | 8 | 1 | Metal | Deck | Girder | Fixed | 0 | 0 | 1957 | 0 | Dominion Bridge Company of Montréal, Québec | 6 | 6 | 210 | 64.01 | 3159 | 962.86 | 0 | 0 | https://historicbridges.org/quebec/valleyfieldlift/little_valleyfieldlift_7133aa_small.jpg | https://historicbridges.org/quebec/valleyfieldlift/little_valleyfieldlift_7133aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/valleyfieldlift/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.226090,-74.114670 | |||||||||
| 7385 | Pont Saint-Louis-de-Gonzague (Saint-Louis-de-Gonzague Bridge) | One of two vertical lift bridges built on this canal. The technical description of the main or most noteworthy span of the bridge is a 220 ft (67.06 m) metal rivet-connected Parker through truss, movable: vertical lift, Span Drive. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. | 45.232619 | -74.002967 | Rue du Pont, Boulevard Pie-XII | Canal de Beauharnois | Saint-Louis-de-Gonzague | Montérégie, Québec | Québec | Canada | Metal | Parker | Rivet-Connected | Through | Truss | Movable: Vertical Lift | Span Drive | 8 | 1 | Metal | Deck | Girder | Fixed | 0 | 29 | 1957 | 0 | Dominion Bridge Company of Montréal, Québec | 6 | 6 | 220 | 67.06 | 3182 | 969.87 | 0 | 0 | https://historicbridges.org/quebec/sainttimotheelift/little_sainttimotheelift_8447aa_small.jpg | https://historicbridges.org/quebec/sainttimotheelift/little_sainttimotheelift_8447aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/sainttimotheelift/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.232619,-74.002967 | |||||||||
| 7386 | Pont de St Côme Linière (St Côme Linière Bridge) | This attractive centerpiece for the town has been rehabilitated for continued vehicular use, preserving this important heritage bridge. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Unknown. | 46.059400 | -70.527460 | Rue du Pont | Rivière du Loup | Saint-Côme-Linière | Chaudiére-Appalaches, Québec | Québec | Canada | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 12 | 1 | 0 | 0 | 0 | 2019 | Unknown | 6 | 7 | 160 | 48.77 | 163 | 49.68 | 0 | 0 | https://historicbridges.org/quebec/stcomeliniere/little_stcomeliniere_6173aa_small.jpg | https://historicbridges.org/quebec/stcomeliniere/little_stcomeliniere_6173aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/stcomeliniere/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.059400,-70.527460 | ||||||||||||||
| 7387 | Pont Pierre-Laporte (Pierre Laporte Bridge) | This bridge pales in significance next to the famous Pont de Québec it parallels, however it is notable as the longest suspension span in Canada. The technical description of the main or most noteworthy span of the bridge is a 2190 ft (667.51 m) metal deck truss stiffening wire cable suspension, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Parsons Brinckerhoff of New York, New York and Demers, Vaudry, Gronquist. | 46.745488 | -71.290591 | Autoroute 73 (Autoroute Robert-Cliche) | St. Lawrence River (Fleuve Saint-Laurent) | Québec City and Lévis | Capitale-Nationale, Québec and Chaudiére-Appalaches, Québec | Québec | Canada | Metal | Deck Truss Stiffening | Wire Cable | Suspension | Fixed | 0 | 3 | Concrete | Stringer (Multi-Beam) | Fixed | 0 | 7 | 1970 | 0 | Unknown | Parsons Brinckerhoff of New York, New York and Demers, Vaudry, Gronquist | 6 | 6 | 2190 | 667.51 | 4461 | 1359.71 | 0 | 0 | https://historicbridges.org/quebec/pontpierrelaporte/little_pontpierrelaporte_1370aa_small.jpg | https://historicbridges.org/quebec/pontpierrelaporte/little_pontpierrelaporte_1370aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/pontpierrelaporte/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.745488,-71.290591 | |||||||||||
| 7388 | Pont Masson (Masson Bridge) | This bridge displays a wide roadway and other details that are typical of a mid 20th century truss bridge. The technical description of the main or most noteworthy span of the bridge is a 145 ft (44.2 m) metal bolt-connected Pratt through truss, fixed. The bridge was primarily built by B and H Metal Industries of Montréal, Québec. | 46.296880 | -72.911870 | Route du Pont Masson | Rivière du Loup | Yamachiche | Mauricie, Québec | Québec | Canada | Metal | Pratt | Bolt-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1955 | 0 | B and H Metal Industries of Montréal, Québec | 4 | 5 | 145 | 44.2 | 145 | 44.2 | 0 | 0 | https://historicbridges.org/quebec/pontmasson/little_pontmasson_5657aa_small.jpg | https://historicbridges.org/quebec/pontmasson/little_pontmasson_5657aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/pontmasson/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.296880,-72.911870 | ||||||||||||||
| 7389 | Pont de la Rivière Chibouet (Chibouet River Bridge) | This riveted pony truss and the road it served both appear to have been abandoned and turned over to private ownership. The technical description of the main or most noteworthy span of the bridge is a 55 ft (16.76 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 45.708590 | -72.739440 | Private Drive | Rivière Chibouet | Sainte-Hélène-de-Bagot | Montérégie, Québec | Québec | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 55 | 16.76 | 55 | 16.76 | 0 | 0 | https://historicbridges.org/quebec/2erangs_private/little_2erangs_private_2333aa_small.jpg | https://historicbridges.org/quebec/2erangs_private/little_2erangs_private_2333aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/2erangs_private/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.708590,-72.739440 | ||||||||||||||
| 7390 | Pont de la Gare de Cap-Saint-Ignace (Cap-Saint-Ignace Station Bridge) | This through truss bridge is noted for its Baltimore truss configuration. The technical description of the main or most noteworthy span of the bridge is a 115 ft (35.05 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Unknown. | 47.035910 | -70.425520 | Route des Quatre Chemins | Rivière Bras Saint-Nicolas | Cap-Saint-Ignace | Chaudiére-Appalaches, Québec | Québec | Canada | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 12 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | Unknown | 7 | 7 | 115 | 35.05 | 150 | 45.72 | 0 | 0 | https://historicbridges.org/quebec/capstignacestation/little_capstignacestation_8486aa_small.jpg | https://historicbridges.org/quebec/capstignacestation/little_capstignacestation_8486aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/capstignacestation/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.035910,-70.425520 | |||||||||||
| 7391 | Pont Chemin Cardin (Cardin Road Bridge) | This riveted pony truss and the road it carries has been abandoned. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 45.784400 | -72.869420 | Chemin Cardin | Rivière Chibouet | Saint-Hugues | Montérégie, Québec | Québec | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/quebec/chemincardin/little_chemincardin_2357aa_small.jpg | https://historicbridges.org/quebec/chemincardin/little_chemincardin_2357aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/chemincardin/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.784400,-72.869420 | ||||||||||||||
| 7392 | Pont Ferroviaire de Saint-Hyacinthe (Saint-Hyacinthe Railway Bridge) | This traditional double-track railroad through truss bridge is located in the heart of the city. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 45.629630 | -72.940450 | Railroad (Via-Rail) | Rivière Yamaska | Saint-Hyacinthe | Montérégie, Québec | Québec | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | Metal | Deck | Girder | Fixed | 0 | 2 | 0 | 0 | Unknown | 6 | 6 | 170 | 51.82 | 375 | 114.3 | 0 | 0 | https://historicbridges.org/quebec/sainthyacinthe/little_sainthyacinthe_1697aa_small.jpg | https://historicbridges.org/quebec/sainthyacinthe/little_sainthyacinthe_1697aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/sainthyacinthe/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.629630,-72.940450 | ||||||||||
| 7393 | Pont de la Rivière de la Fourche (Rivière de la Fourche Bridge) | Despite some bolted alterations, this bridge still retains its heritage and charm. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 46.673106 | -70.559614 | Rang de la Fourche | Rivière de la Fourche | Armagh | Chaudiére-Appalaches, Québec | Québec | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/quebec/rangdelafourche/little_rangdelafourche_8084aa_small.jpg | https://historicbridges.org/quebec/rangdelafourche/little_rangdelafourche_8084aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/rangdelafourche/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.673106,-70.559614 | ||||||||||||||
| 7394 | Pont Harper (Harper Bridge) | This is a traditional riveted through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 155 ft (47.24 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 46.500160 | -70.731700 | Route du Pont-Harper | Rivière Etchemin | Saint-Malachie | Chaudiére-Appalaches, Québec | Québec | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 155 | 47.24 | 155 | 47.24 | 0 | 0 | https://historicbridges.org/quebec/pontharper/little_pontharper_8042aa_small.jpg | https://historicbridges.org/quebec/pontharper/little_pontharper_8042aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/pontharper/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.500160,-70.731700 | ||||||||||||||
| 7395 | Pont Chemin de Nicolet Falls (Chemin de Nicolet Falls Bridge) | Pont de Petit-Nicolet (Petit-Nicolet Bridge) | This classic riveted through truss has been abandoned. The technical description of the main or most noteworthy span of the bridge is a 168 ft (51.21 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 45.791770 | -71.981220 | Chemin de Nicolet Falls | Rivière Nicolet Sud-Ouest | Danville | Estrie, Québec | Québec | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 168 | 51.21 | 170 | 51.82 | 0 | 0 | https://historicbridges.org/quebec/chemindenicoletfalls/little_chemindenicoletfalls_5234_5_6raa_small.jpg | https://historicbridges.org/quebec/chemindenicoletfalls/little_chemindenicoletfalls_5234_5_6raa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/chemindenicoletfalls/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.791770,-71.981220 | |||||||||||||
| 7396 | Pont de la Rivière Delisle (Rivière Delisle Railway Bridge) | This small riveted through truss railway bridge sits right next to a public road and is easy to view. The technical description of the main or most noteworthy span of the bridge is a 115 ft (35.05 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 45.274600 | -74.245870 | Railroad (Via-Rail, Alexandria Subdivision) | Rivière Delisle | Les Coteaux | Montérégie, Québec | Québec | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 115 | 35.05 | 115 | 35.05 | 0 | 0 | https://historicbridges.org/quebec/coteaulanding/little_coteaulanding_5993aa_small.jpg | https://historicbridges.org/quebec/coteaulanding/little_coteaulanding_5993aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/coteaulanding/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.274600,-74.245870 | ||||||||||||||
| 7397 | Pont Ferroviaire de Upton (Upton Railway Bridge) | This bridge is an uncommon variation of a Warren truss with an "X" panel in the center. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal rivet-connected Modified Warren through truss, fixed. The bridge was primarily built by Unknown. | 45.648550 | -72.692800 | Railroad | Rivière Noire | Upton | Montérégie, Québec | Québec | Canada | Metal | Modified Warren | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 175 | 53.34 | 175 | 53.34 | 0 | 0 | https://historicbridges.org/quebec/uptonthrough/little_uptonthrough_1796aa_small.jpg | https://historicbridges.org/quebec/uptonthrough/little_uptonthrough_1796aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/uptonthrough/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.648550,-72.692800 | ||||||||||||||
| 7398 | Pont Ferroviaire de la Rivière Noire (Rivière Noire Railway Bridge) | This bridge has two deck truss spans of differing size and design details. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 45.649109 | -72.676297 | Railroad | Rivière Noire | Upton | Montérégie, Québec | Québec | Canada | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 10 | 1 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 0 | 1 | 0 | 0 | Unknown | 6 | 6 | 160 | 48.77 | 240 | 73.15 | 12 | 3.66 | https://historicbridges.org/quebec/uptondeck/little_uptondeck_1955_6_7vaa_small.jpg | https://historicbridges.org/quebec/uptondeck/little_uptondeck_1955_6_7vaa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/uptondeck/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.649109,-72.676297 | ||||||||
| 7399 | Pont Scott (Scott Bridge) | This two span riveted pony truss bridge adds beauty and heritage to the surrounding parks and trails. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Eastern Canada Steel and Iron Works of Montréal, Québec. | 46.809290 | -71.255910 | Avenue du Pont Scott | Rivière Saint-Charles | Québec City | Capitale-Nationale, Québec | Québec | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 2 | 0 | 0 | 1929 | 0 | Eastern Canada Steel and Iron Works of Montréal, Québec | 6 | 7 | 90 | 27.43 | 180 | 54.86 | 0 | 0 | https://historicbridges.org/quebec/pontscott/little_pontscott_4313aa_small.jpg | https://historicbridges.org/quebec/pontscott/little_pontscott_4313aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/pontscott/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.809290,-71.255910 | ||||||||||||||
| 7400 | L | Pont Lavigueur (Lavigueur Bridge) | Pont Bickell (Bickell Bridge), Pont Stadacona (Stadacona Bridge) | This former bascule bridge has had all of its bascule-related machinery and structure removed, but still retains significance as a riveted through truss. The technical description of the main or most noteworthy span of the bridge is a 85 ft (25.91 m) metal rivet-connected Warren through truss, movable: single leaf bascule, Heel Trunnion. The bridge was primarily built by Unknown. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. | 46.821836 | -71.239407 | Rue de la Pointe-aux-Lièvres | Rivière Saint-Charles | Québec City | Capitale-Nationale, Québec | Québec | Canada | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Single Leaf Bascule | Heel Trunnion | 6 | 1 | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 2 | 1916 | 0 | Unknown | Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois | 6 | 6 | 85 | 25.91 | 195 | 59.44 | 23 | 7.01 | https://historicbridges.org/quebec/pontlavigueur/little_zimg_20190707_152711_small.jpg | https://historicbridges.org/quebec/pontlavigueur/little_zimg_20190707_152711.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/pontlavigueur/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.821836,-71.239407 | ||||
| 7401 | Pont Ferroviaire de la Rivière Saint-Charles (St. Charles River Railway Bridge) | This is a heavy duty swing truss bridge that no longer operates for boats. The technical description of the main or most noteworthy span of the bridge is a 185 ft (56.39 m) metal rivet-connected Warren through truss, fixed, Center Pier. The bridge was primarily built by Unknown. | 46.821410 | -71.215960 | Railroad (Via-Rail) | Rivière Saint-Charles | Québec City | Capitale-Nationale, Québec | Québec | Canada | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | Center Pier | 8 | 1 | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 185 | 56.39 | 475 | 144.78 | 0 | 0 | https://historicbridges.org/quebec/saintcharlesrail/little_saintcharlesrail_0224aa_small.jpg | https://historicbridges.org/quebec/saintcharlesrail/little_saintcharlesrail_0224aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/saintcharlesrail/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.821410,-71.215960 | |||||||||
| 7402 | Pont Ferroviaire de Levis (Levis Railway Bridge) | This railway bridge has been preserved in place for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 46.759600 | -71.227550 | Railroad (Rail-Trail) | Rivière Etchemin | Levis | Chaudiére-Appalaches, Québec | Québec | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 170 | 51.82 | 0 | 0 | 0 | 0 | https://historicbridges.org/quebec/levis/little_levis_1901aa_small.jpg | https://historicbridges.org/quebec/levis/little_levis_1901aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/levis/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.759600,-71.227550 | ||||||||||||||
| 7403 | Pont Ferroviaire de Saint-Léonard-d'Aston (Saint-Léonard-d'Aston Railway Bridge) | This is an impressive high level railway deck truss that sits on handsome stone piers. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 46.102660 | -72.372450 | Railroad | Rivière Nicolet and Rue Ouellet | Saint-Léonard-d'Aston | Centre-du-Québec, Québec | Québec | Canada | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 7 | 2 | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 170 | 51.82 | 804 | 245.06 | 0 | 0 | https://historicbridges.org/quebec/saintleonarddaston/little_saintleonarddaston_4397aa_small.jpg | https://historicbridges.org/quebec/saintleonarddaston/little_saintleonarddaston_4397aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/saintleonarddaston/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.102660,-72.372450 | ||||||||||
| 7404 | Pont Ferroviaire de la Rivière Richelieu (Rivière Richelieu Railway Bridge) | This long railway bridge has an unusual appearance since half of the river spans are trusses and the other half are plate girders. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 45.439573 | -73.255636 | Railroad (Abandoned Canadian National, Montreal and Southern Counties Railway) | Rivière Richelieu | Chambly and Richelieu | Montérégie, Québec | Québec | Canada | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 12 | 4 | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 100 | 30.48 | 952 | 290.17 | 0 | 0 | https://historicbridges.org/quebec/chamblyrichelieurail/little_chamblyrichelieu_0476_7_8vaa_small.jpg | https://historicbridges.org/quebec/chamblyrichelieurail/little_chamblyrichelieu_0476_7_8vaa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/chamblyrichelieurail/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.439573,-73.255636 | ||||||||||
| 7405 | Pont Yule (Yule Bridge) | This bridge is noted for its graceful arched riveted deck girders The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal continuous deck girder, fixed. The bridge was primarily built by Unknown. | 45.441813 | -73.256768 | QC-112 (Boulevard de Périgny) | Rivière Richelieu | Chambly and Richelieu | Montérégie, Québec | Québec | Canada | Metal | Deck | Girder | Fixed | 0 | Continuous | 7 | 0 | 0 | 1956 | 0 | Unknown | 5 | 5 | 125 | 38.1 | 830 | 252.98 | 0 | 0 | https://historicbridges.org/quebec/chamblyrichelieu/little_chamblyrichelieu_0230_1_2vaa_small.jpg | https://historicbridges.org/quebec/chamblyrichelieu/little_chamblyrichelieu_0230_1_2vaa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/chamblyrichelieu/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.441813,-73.256768 | |||||||||||||||
| 7406 | Pont Ferroviaire du Canadien Pacifique (Canadian Pacific Railway Bridge) | This railway bridge is noted for its large, heavy duty truss spans which carry a double-track deck. The technical description of the main or most noteworthy span of the bridge is a 225 ft (68.58 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 45.404330 | -73.955980 | Railroad (Canadian Pacific) | Ottawa River (Rivière des Outaouais) and Canal de Sainte-Anne-de-Bellevue | Sainte-Anne-de-Bellevue and L'Île-Perrot | Montréal, Québec and Montérégie, Québec | Québec | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 14 | 0 | 0 | Unknown | 7 | 7 | 225 | 68.58 | 1370 | 417.58 | 0 | 0 | https://historicbridges.org/quebec/sainteannedebellevue/little_sainteannedebellevue_5816aa_small.jpg | https://historicbridges.org/quebec/sainteannedebellevue/little_sainteannedebellevue_5816aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/sainteannedebellevue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.404330,-73.955980 | ||||||||
| 7407 | Pont Jean-Florian Grenon (Jean-Florian Grenon Bridge) | This large high level deck truss bridge has been paired with a modern bridge next to it, forming a one-way couplet of bridges. The technical description of the main or most noteworthy span of the bridge is a 275 ft (83.82 m) metal continuous rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 48.574074 | -71.632134 | QC-169 | La Grande Décharge | Alma | Saguenay-Lac-Saint-Jean, Québec | Québec | Canada | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 12 | Continuous | 3 | Metal | Deck | Girder | Fixed | 0 | 0 | 1928 | 1945 | Unknown | 7 | 9 | 275 | 83.82 | 1100 | 335.28 | 0 | 0 | https://historicbridges.org/quebec/almahighway/little_almahighway_8336_7_8vaa_small.jpg | https://historicbridges.org/quebec/almahighway/little_almahighway_8336_7_8vaa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/almahighway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.574074,-71.632134 | |||||||||
| 7408 | Pont du Barrage de la Duke Price Power Company (Duke Price Power Company Dam Bridge) | This bridge serves highway traffic as an access to a dam, but the details of the bridge suggest it was designed to handle railway traffic. The technical description of the main or most noteworthy span of the bridge is a 220 ft (67.06 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Canadian Bridge Company of Walkerville, Ontario. | 48.575260 | -71.636440 | Chemin du Barrage | La Grande Décharge | Alma | Saguenay-Lac-Saint-Jean, Québec | Québec | Canada | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 4 | 2 | 1926 | 0 | Canadian Bridge Company of Walkerville, Ontario | 6 | 7 | 220 | 67.06 | 400 | 121.92 | 0 | 0 | https://historicbridges.org/quebec/almathrutruss/little_almathrutruss_8228_29_30vaa_small.jpg | https://historicbridges.org/quebec/almathrutruss/little_almathrutruss_8228_29_30vaa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/almathrutruss/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.575260,-71.636440 | ||||||||
| 7409 | Pont de la Rivière à l'Ours (Bear River Bridge) | This very unusual bridge appears to have been altered and redesigned extensively to serve as a pedestrian bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 48.642940 | -72.390920 | Rue du Flambeau (Pedestrian Walkway) | Rivière à l'Ours | Saint-Felicien | Saguenay-Lac-Saint-Jean, Québec | Québec | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/quebec/saintfelicien/little_saintfelicien_9269aa_small.jpg | https://historicbridges.org/quebec/saintfelicien/little_saintfelicien_9269aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/saintfelicien/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.642940,-72.390920 | ||||||||||||||
| 7410 | Pont Ferroviaire de la Rivière à l'Ours (Bear River Railway Bridge) | This is a traditionally composed example of a deck plate girder railway bridge. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. | 48.644088 | -72.390608 | Railroad | Rivière à l'Ours | Saint-Felicien | Saguenay-Lac-Saint-Jean, Québec | Québec | Canada | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/quebec/saintfelicienrail/little_saintfelicienrail_9104_5_6raa_small.jpg | https://historicbridges.org/quebec/saintfelicienrail/little_saintfelicienrail_9104_5_6raa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/saintfelicienrail/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.644088,-72.390608 | ||||||||||||||||
| 7411 | Pont Ferroviaire de Jonquière (Jonquière Railway Bridge) | This is a traditionally composed example of a railway deck truss bridge, with altered approach spans. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 48.413135 | -71.257271 | Railroad (Via-Rail) | Rivière aux Sables | Saguenay (Jonquière) | Saguenay-Lac-Saint-Jean, Québec | Québec | Canada | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 12 | 2 | Metal | Deck | Girder | Fixed | 0 | 1 | 0 | 0 | Unknown | 6 | 7 | 110 | 33.53 | 285 | 86.87 | 0 | 0 | https://historicbridges.org/quebec/jonquiere/little_jonquiere_7667_8_9vaa_small.jpg | https://historicbridges.org/quebec/jonquiere/little_jonquiere_7667_8_9vaa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/jonquiere/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.413135,-71.257271 | ||||||||||
| 7412 | Pont Ferroviaire de Chicoutimi (Chicoutimi Railway Bridge) | This classic railway through truss bridge now serves pedestrians on a trail. The technical description of the main or most noteworthy span of the bridge is a 165 ft (50.29 m) metal rivet-connected Pratt through t-beam, fixed. The bridge was primarily built by Unknown. | 48.425400 | -71.078150 | Railroad (Rail-Trail) | Rivière Chicoutimi | Saguenay (Chicoutimi) | Saguenay-Lac-Saint-Jean, Québec | Québec | Canada | Metal | Pratt | Rivet-Connected | Through | T-Beam | Fixed | 7 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 165 | 50.29 | 0 | 0 | 0 | 0 | https://historicbridges.org/quebec/chicoutimirail/little_chicoutimirail_6629aa_small.jpg | https://historicbridges.org/quebec/chicoutimirail/little_chicoutimirail_6629aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/chicoutimirail/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.425400,-71.078150 | ||||||||||||||
| 7413 | Pont du Vieux Belle Rivière (Old Belle River Bridge) | Long abandoned and deteriorated, this is a regionally uncommon example of a concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 48.412330 | -71.703190 | QC-169 (Rang Caron) (Abandoned Alignment) | Belle Rivière | Hébertville | Saguenay-Lac-Saint-Jean, Québec | Québec | Canada | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/quebec/hebertvilleconcrete/little_hebertvilleconcrete_8159aa_small.jpg | https://historicbridges.org/quebec/hebertvilleconcrete/little_hebertvilleconcrete_8159aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/hebertvilleconcrete/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.412330,-71.703190 | |||||||||||||||
| 7414 | Pont Ferroviaire de la Rivière des Anglais (English River Railway Bridge) | This former railway bridge appears to normally serve a pedestrian trail, but was temporarily used as a vehicular bridge when a nearby bridge project took place. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal rivet-connected Modified Warren through truss, fixed. The bridge was primarily built by Unknown. | 45.212560 | -73.827800 | Railroad (Rail-Trail) | Rivière des Anglais (English River) | Rural | Montérégie, Québec | Québec | Canada | Metal | Modified Warren | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 175 | 53.34 | 175 | 53.34 | 0 | 0 | https://historicbridges.org/quebec/qc138rail/little_s_0164_small.jpg | https://historicbridges.org/quebec/qc138rail/little_s_0164.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/qc138rail/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.212560,-73.827800 | ||||||||||||||
| 7415 | Pont QC-235 (QC-235 Bridge) | This bridge, noted for its arched superstructure, is a good representative example of what appears to be a mid 20th century concrete bridge in the province. The technical description of the main or most noteworthy span of the bridge is a concrete box beam, fixed. The bridge was primarily built by Unknown. | 45.495740 | -72.904010 | QC-235 | Rivière Noire | Saint-Pie | Montérégie, Québec | Québec | Canada | Concrete | Box Beam | Fixed | 0 | 3 | 0 | Continuous | 0 | 0 | 0 | Unknown | 3 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/quebec/stpieconcrete/little_stpieconcrete_1460_1_2raa_small.jpg | https://historicbridges.org/quebec/stpieconcrete/little_stpieconcrete_1460_1_2raa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/stpieconcrete/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.495740,-72.904010 | ||||||||||||||||
| 7416 | Plateau Tournant Ferroviaire (Railway Turntable) | This railway turntable functions much like a plate girder swing bridge. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal through girder, movable: swing, Center Pier. The bridge was primarily built by Unknown. | 46.368100 | -70.920070 | Railroad (Québec Central) | Ground | Vallée-Jonction | Chaudiére-Appalaches, Québec | Québec | Canada | Metal | Through | Girder | Movable: Swing | Center Pier | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 70 | 21.34 | 70 | 21.34 | 0 | 0 | https://historicbridges.org/quebec/valleejonctionturntable/little_valleejonctionturntable_7283aa_small.jpg | https://historicbridges.org/quebec/valleejonctionturntable/little_valleejonctionturntable_7283aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/valleejonctionturntable/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.368100,-70.920070 | |||||||||||||||
| 7417 | Pont des Chaplets (Rosary Bridge) | This is the largest and most unique of three old bridges on the grounds of Sanctuaire Notre-Dame-du-Cap. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel (Ribbed) deck arch, fixed. The bridge was primarily built by U. W. Rousseau of Cap-de-la-Madeleine, Québec. | 46.366930 | -72.498280 | Pedestrian Walkway | Park Lagoon | Trois-Rivières (Cap-de-la-Madeleine) | Mauricie, Québec | Québec | Canada | Concrete | Closed Spandrel (Ribbed) | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1924 | 0 | U. W. Rousseau of Cap-de-la-Madeleine, Québec | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/quebec/pontdeschaplets/little_pontdeschaplets_3764aa_small.jpg | https://historicbridges.org/quebec/pontdeschaplets/little_pontdeschaplets_3764aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/pontdeschaplets/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.366930,-72.498280 | |||||||||||||||
| 7418 | Pont du Sanctuaire Notre-Dame-Du-Cap 2 (Sanctuaire Notre-Dame-Du-Cap Bridge 2) | This tiny bridge is one of three old bridges on the grounds of Sanctuaire Notre-Dame-du-Cap. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 46.366500 | -72.499790 | Pedestrian Walkway | Park Lagoon | Trois-Rivières (Cap-de-la-Madeleine) | Mauricie, Québec | Québec | Canada | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/quebec/notredameducap3/little_notredameducap3_3935aa_small.jpg | https://historicbridges.org/quebec/notredameducap3/little_notredameducap3_3935aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/notredameducap3/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.366500,-72.499790 | |||||||||||||||
| 7419 | Pont du Sanctuaire Notre-Dame-Du-Cap 1 (Sanctuaire Notre-Dame-Du-Cap Bridge 1) | This tiny bridge is one of three old bridges on the grounds of Sanctuaire Notre-Dame-du-Cap. The technical description of the main or most noteworthy span of the bridge is a concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 46.366550 | -72.498940 | Pedestrian Walkway | Park Lagoon | Trois-Rivières (Cap-de-la-Madeleine) | Mauricie, Québec | Québec | Canada | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/quebec/notredameducap2/little_notredameducap2_3968aa_small.jpg | https://historicbridges.org/quebec/notredameducap2/little_notredameducap2_3968aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/notredameducap2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.366550,-72.498940 | |||||||||||||||||
| 7420 | Pont Ferroviaire de la Rivière Sainte-Anne (Rivière Sainte-Anne Railway Bridge) | This railway bridge exists today as a combination of old truss spans and modern plate girder spans. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 46.574250 | -72.207220 | Railroad | Rivière Sainte-Anne | Sainte-Anne-de-la-Pérade | Mauricie, Québec | Québec | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 3 | Metal | Through | Girder | Fixed | 0 | 3 | 0 | 0 | Unknown | 6 | 6 | 150 | 45.72 | 905 | 275.84 | 0 | 0 | https://historicbridges.org/quebec/steannedelaperade/little_steannedelaperade_1325aa_small.jpg | https://historicbridges.org/quebec/steannedelaperade/little_steannedelaperade_1325aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/steannedelaperade/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.574250,-72.207220 | ||||||||||
| 7421 | Pont de la Rivière des Envies (Rivière des Envies Bridge) | This riveted through truss has been severely altered with the replacement of its bracing with modern bracing of very different design. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 46.619650 | -72.405480 | Route à Marchand | Rivière des Envies | Rural | Mauricie, Québec | Québec | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/quebec/old159/little_old159_2450aa_small.jpg | https://historicbridges.org/quebec/old159/little_old159_2450aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/old159/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.619650,-72.405480 | ||||||||||||||
| 7422 | Pont Ferroviaire du Canal de Lachine (Lachine Canal Railway Bridge) | This bridge was originally built as a pair of vertical lift bridges, but the towers have been cut off of the bridge turning it into a fixed deck plate girder bridge. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal deck girder, movable: vertical lift. The bridge was primarily built by Unknown. | 45.490820 | -73.556200 | Railroad (Via-Rail) | Canal de Lachine | Montréal | Montréal, Québec | Québec | Canada | Metal | Deck | Girder | Movable: Vertical Lift | 0 | 2 | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | Unknown | 5 | 4 | 125 | 38.1 | 395 | 120.4 | 0 | 0 | https://historicbridges.org/quebec/lachineraillift/little_lachineraillift_2926_7_8raa_small.jpg | https://historicbridges.org/quebec/lachineraillift/little_lachineraillift_2926_7_8raa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/lachineraillift/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.490820,-73.556200 | ||||||||||||
| 7423 | Pont CN du Port (CN Port Bridge) | Pont Wellington (Wellington Bridge) | This large swing truss bridge has been abandoned in the open position. The technical description of the main or most noteworthy span of the bridge is a 260 ft (79.25 m) metal rivet-connected Camelback through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. | 45.490550 | -73.556770 | Railroad (Abandoned Canadian National) | Canal de Lachine | Montréal | Montréal, Québec | Québec | Canada | Metal | Camelback | Rivet-Connected | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 11 | 1 | 0 | 0 | 1912 | 0 | Dominion Bridge Company of Montréal, Québec | 7 | 8 | 260 | 79.25 | 260 | 79.25 | 0 | 0 | https://historicbridges.org/quebec/lachinerailswing/little_lachinerailswing_2644aa_small.jpg | https://historicbridges.org/quebec/lachinerailswing/little_lachinerailswing_2644aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/lachinerailswing/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.490550,-73.556770 | ||||||||||||
| 7424 | Pont Levant (Levant Bridge) | Pont de l'écluse Sainte Catherine (St. Catherine Lock Bridge) | This bridge is a rare example of an operable bascule bridge in the province. The technical description of the main or most noteworthy span of the bridge is a 82 ft (24.99 m) metal through girder, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario (Bridge and Tank Company of Canada). | 45.408060 | -73.567220 | Promenade du Pont-Levant | South Shore Canal (Canal de la Rive Sud) | Sainte-Catherine | Montérégie, Québec | Québec | Canada | Metal | Through | Girder | Movable: Single Leaf Bascule | Rolling Lift | 0 | 1 | 0 | 0 | 1957 | 0 | Hamilton Bridge Company of Hamilton, Ontario (Bridge and Tank Company of Canada) | 6 | 7 | 82 | 24.99 | 113 | 34.44 | 0 | 0 | https://historicbridges.org/quebec/stecatherine/little_stecatherine_8051aa_small.jpg | https://historicbridges.org/quebec/stecatherine/little_stecatherine_8051aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/stecatherine/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.408060,-73.567220 | ||||||||||||||
| 7425 | Pont de l'Écluse du Canal de Soulanges (Soulanges Canal Lock Bridge) | This historic set of locks includes stone arch bridges that provided access to the locks. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 45.261038 | -74.198271 | Locks Access | Canal de Soulanges | Coteau-du-Lac | Montérégie, Québec | Québec | Canada | Stone | Segmental | Deck | Arch | Fixed | 0 | 5 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/quebec/lescoteauxstone/little_lescoteauxstone_6269aa_small.jpg | https://historicbridges.org/quebec/lescoteauxstone/little_lescoteauxstone_6269aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/lescoteauxstone/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.261038,-74.198271 | |||||||||||||||
| 7426 | Pont Ferroviaire de la Rivière Jacques-Cartier (Rivière Jacques-Cartier Railway Bridge) | This large deck truss bridge should be a major attraction for this trail, but no effort has been made to allow visitors to view this beautiful bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 46.882870 | -71.522450 | Railroad (Vélopiste Jacques-Cartier) (Rail-Trail) | Rivière Jacques-Cartier | Shannon | Capitale-Nationale, Québec | Québec | Canada | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 0 | 3 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/quebec/velopistejacquescartier/little_velopistejacquescartier_5687aa_small.jpg | https://historicbridges.org/quebec/velopistejacquescartier/little_velopistejacquescartier_5687aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/velopistejacquescartier/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.882870,-71.522450 | ||||||||||||||
| 7427 | Pont Ferroviaire de la Rivière Montmorency (Montmorency River Railway Bridge) | This plate girder railway bridge still carries railway tracks, but a pedestrian walkway has been added to the piers. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 46.886300 | -71.144620 | Railroad and Pedestrian Walkway | Rivière Montmorency | Québec City and Boischatel | Capitale-Nationale, Québec | Québec | Canada | Metal | Through | Girder | Fixed | 0 | 4 | 0 | 0 | 0 | 0 | Unknown | 3 | 5 | 75 | 22.86 | 300 | 91.44 | 0 | 0 | https://historicbridges.org/quebec/montmorencyrail/little_montmorencyrail_3020aa_small.jpg | https://historicbridges.org/quebec/montmorencyrail/little_montmorencyrail_3020aa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/montmorencyrail/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.886300,-71.144620 | ||||||||||||||||
| 7428 | Pont de la Chute Montmorency (Montmorency Falls Bridge) (Towers Only) | Only the stone towers of a long-lost suspension bridge remain, with a modern suspension bridge spanning today. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal wire cable suspension, fixed. The bridge was primarily built by Unknown. | 46.890811 | -71.147734 | Pedestrian Walkway | Rivière Montmorency | Québec City and Boischatel | Capitale-Nationale, Québec | Québec | Canada | Metal | Wire Cable | Suspension | Fixed | 0 | 4 | 0 | 0 | 1856 | 0 | Unknown | 1 | 3 | 75 | 22.86 | 300 | 91.44 | 0 | 0 | https://historicbridges.org/quebec/montmorency/little_montmorencyfalls_3317_small.jpg | https://historicbridges.org/quebec/montmorency/little_montmorencyfalls_3317.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/montmorency/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.890811,-71.147734 | ||||||||||||||||
| 7429 | Pont Ferroviaire de la Rivière Bras Saint-Nicolas (Rivière Bras Saint-Nicolas Railway Bridge) | This is a traditionally composed deck plate girder railway bridge. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal through girder, fixed. The bridge was primarily built by Canadian Allis-Chalmers of Toronto, Ontario. | 46.977400 | -70.550540 | Railroad (Canadian National) | Rivière Bras Saint-Nicolas | Montmagny | Chaudiére-Appalaches, Québec | Québec | Canada | Metal | Through | Girder | Fixed | 0 | 5 | 0 | 0 | 1914 | 0 | Canadian Allis-Chalmers of Toronto, Ontario | 3 | 3 | 80 | 24.38 | 400 | 121.92 | 0 | 0 | https://historicbridges.org/quebec/montmagnyrail/little_montmagnyrail_8711_2_3raa_small.jpg | https://historicbridges.org/quebec/montmagnyrail/little_montmagnyrail_8711_2_3raa.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/montmagnyrail/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.977400,-70.550540 | ||||||||||||||||
| 7430 | Southside Bridge | This bridge is noted as a large-scale truss bridge from the 1930s, and for its association with the WPA. The technical description of the main or most noteworthy span of the bridge is a 420 ft (128.02 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. The bridge was primarily designed by C. P. Fortney. | 38.346869 | -81.636985 | Dickinson Street | Kanawha River, Kanawha Boulevard, MacCorkle Avenue (WV-61) and Railroad | Charleston | Kanawha County, West Virginia | West Virginia | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 10 | 8 | 1936 | 1990 | Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin | C. P. Fortney | 7 | 7 | 420 | 128.02 | 1146.4 | 349.42 | 38.7 | 11.8 | https://historicbridges.org/wvirginia/southside/little_rickmcomber-asouthsidebdge_small.jpg | https://historicbridges.org/wvirginia/southside/little_rickmcomber-asouthsidebdge.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/southside/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.346869,-81.636985 | |||||||
| 7431 | Chuck Yeager Bridge | Charles Yeager Bridge | This large arched continuous truss bridge was paired with a modern bridge of similar design but differing details. The technical description of the main or most noteworthy span of the bridge is a 474 ft (144.48 m) metal continuous (arch and suspended deck) rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 38.309683 | -81.561121 | I-77 (Southbound) and I-64 (Eastbound) | Kanawha River | Charleston | Kanawha County, West Virginia | West Virginia | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 0 | Continuous (Arch and Suspended Deck) | 3 | Metal | Deck | Girder | Fixed | 0 | 9 | 1954 | 1986 | American Bridge Company of New York, New York | 7 | 7 | 474 | 144.48 | 2166 | 660.2 | 37.7 | 11.49 | https://historicbridges.org/wvirginia/chuckyaeger/little_achuckyeager_small.jpg | https://historicbridges.org/wvirginia/chuckyaeger/little_achuckyeager.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/chuckyaeger/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.309683,-81.561121 | ||||||||
| 7432 | Elk River Railroad Bridge | This bridge has been abandoned and overgrown, and although difficult to photograph, is an extremely rare railroad Whipple truss bridge. The technical description of the main or most noteworthy span of the bridge is a 210 ft (64.01 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Unknown. | 38.358233 | -81.630316 | Railroad (Abandoned Penn Central) | Elk River | Charleston | Kanawha County, West Virginia | West Virginia | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 13 | 1 | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 0 | 2 | 0 | 0 | Unknown | 8 | 9 | 210 | 64.01 | 0 | 0 | 0 | 0 | https://historicbridges.org/wvirginia/charlestonwhipple/little_westvirginia019_small.jpg | https://historicbridges.org/wvirginia/charlestonwhipple/little_westvirginia019.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/charlestonwhipple/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.358233,-81.630316 | ||||||||
| 7433 | Winfield Dam Bridge | This historic dam has a large deck truss bridge, which acts as an access structure, included in the dam design. The technical description of the main or most noteworthy span of the bridge is a 115 ft (35.05 m) metal continuous rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. | 38.526516 | -81.913127 | Dam Access | Kanawha River | Winfield | Putnam County, West Virginia | West Virginia | United States | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 0 | Continuous | 6 | 0 | 0 | 1936 | 0 | Unknown | 7 | 7 | 115 | 35.05 | 677 | 206.35 | 0 | 0 | https://historicbridges.org/wvirginia/winfielddam/little_rickmcomber-img_6970_small.jpg | https://historicbridges.org/wvirginia/winfielddam/little_rickmcomber-img_6970.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/winfielddam/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.526516,-81.913127 | |||||||||||||
| 7434 | Hawks Nest Dam Bridge | This dam includes a concrete arch bridge as an access structure. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 38.119207 | -81.130616 | Dam Access | New River | Ansted | Fayette County, West Virginia | West Virginia | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 14 | 0 | 0 | 1933 | 0 | Unknown | 6 | 7 | 60 | 18.29 | 840 | 256.03 | 0 | 0 | https://historicbridges.org/wvirginia/hawksnestdam/little_ahawk1_small.jpg | https://historicbridges.org/wvirginia/hawksnestdam/little_ahawk1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/hawksnestdam/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.119207,-81.130616 | |||||||||||||||
| 7435 | Hawks Nest Railroad Bridge | This railroad bridge is noted for its pin connections and skewed configuration, and location in a very scenic area. The technical description of the main or most noteworthy span of the bridge is a 220 ft (67.06 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 38.117124 | -81.119735 | Railroad (CSX) | New River | Rural | Fayette County, West Virginia | West Virginia | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 8 | 2 | Metal | Deck | Girder | Fixed | 0 | 0 | 1892 | 0 | Unknown | 7 | 7 | 220 | 67.06 | 640 | 195.07 | 0 | 0 | https://historicbridges.org/wvirginia/hawksnest/little_ahawk_small.jpg | https://historicbridges.org/wvirginia/hawksnest/little_ahawk.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/hawksnest/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.117124,-81.119735 | ||||||||||
| 7436 | Salisbury Viaduct | This is a high level tower and girder style railroad bridge. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal deck girder, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. | 39.834186 | -79.045616 | Railroad (Great Allegheny Passage Rail-Trail) | Casselman River, US-219, and Railroad | Rural | Somerset County, Pennsylvania | Pennsylvania | United States | Metal | Deck | Girder | Fixed | 0 | 39 | 0 | 0 | 1912 | 1998 | McClintic-Marshall Company of Pittsburgh, Pennsylvania | 6 | 6 | 60 | 18.29 | 1909 | 581.86 | 0 | 0 | https://historicbridges.org/pennsylvania/salisburyviaduct/little_img_6300_small.jpg | https://historicbridges.org/pennsylvania/salisburyviaduct/little_img_6300.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/salisburyviaduct/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.834186,-79.045616 | ||||||||||||||||
| 7437 | Gauley Bridge | This is a representative example of a large mid-20th century steel stringer bridge in West Virginia. The technical description of the main or most noteworthy span of the bridge is a 106 ft (32.31 m) metal continuous stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 38.162844 | -81.195876 | US-60 and WV-16 | Gauley River | Gauley Bridge | Fayette County, West Virginia | West Virginia | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | Continuous | 7 | 0 | 0 | 1951 | 0 | Unknown | 3 | 3 | 106 | 32.31 | 705.4 | 215.01 | 28 | 8.53 | https://historicbridges.org/wvirginia/us60gauley/little_img_6373_small.jpg | https://historicbridges.org/wvirginia/us60gauley/little_img_6373.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/us60gauley/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.162844,-81.195876 | ||||||||||||||||
| 7438 | Gauley Railroad Bridge | This abandoned railroad bridge is a traditionally composed structure. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 38.163390 | -81.195229 | Railroad (Abandoned New York Central) | Gauley River | Gauley Bridge | Fayette County, West Virginia | West Virginia | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 8 | 3 | Metal | Deck | Culvert | Fixed | 0 | 2 | 0 | 0 | Unknown | 6 | 6 | 150 | 45.72 | 610 | 185.93 | 0 | 0 | https://historicbridges.org/wvirginia/gauley/little_img_6380_small.jpg | https://historicbridges.org/wvirginia/gauley/little_img_6380.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/gauley/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.163390,-81.195229 | ||||||||||
| 7439 | ! | Kanawha Falls Bridge | This bridge is noted for its Pennsylvania truss configuration, and multi-span design. The technical description of the main or most noteworthy span of the bridge is a 400 ft (121.92 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. | 38.137998 | -81.213101 | CR-13 (Deepwater Cotton Hill Road) | Kanawha River, CR-13/2, and Railroad (CSX) | Rural | Fayette County, West Virginia | West Virginia | United States | Metal | Pennsylvania | Rivet-Connected | Through | Truss | Fixed | 16 | 3 | Metal | Deck | Girder | Fixed | 0 | 1 | 1928 | 1999 | McClintic-Marshall Company of Pittsburgh, Pennsylvania | 7 | 7 | 400 | 121.92 | 1001.7 | 305.32 | 20 | 6.1 | https://historicbridges.org/wvirginia/kanawhafalls/little_akanawha3_small.jpg | https://historicbridges.org/wvirginia/kanawhafalls/little_akanawha3.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/kanawhafalls/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.137998,-81.213101 | |||||||||
| 7440 | Elkview Bridge | Bypassed and abandoned, this is a highly significant bridge noted for its rare Pennsylvania truss span plus its combination of through and pony truss spans. The technical description of the main or most noteworthy span of the bridge is a 223 ft (67.97 m) pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Owego Bridge Company of Owego, New York. | 38.439488 | -81.484877 | CR-47 (North Pinch Road) | Elk River | Elkview | Kanawha County, West Virginia | West Virginia | United States | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 12 | 1 | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 2 | 1913 | 0 | Owego Bridge Company of Owego, New York | 8 | 8 | 223 | 67.97 | 400 | 121.92 | 0 | 0 | https://historicbridges.org/wvirginia/elkview/little_img_6647_small.jpg | https://historicbridges.org/wvirginia/elkview/little_img_6647.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/elkview/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.439488,-81.484877 | |||||||||
| 7441 | Dömitzer Eisenbahnbrücke (Dömitz Railway Bridge) (Approach Spans) | Once the longest bridge in Germany with a variety of span types, only a long series of approach spans remain today, but these spans alone remain highly significant. The technical description of the main or most noteworthy span of the bridge is a 111 ft (33.83 m) metal rivet-connected Parker pony truss, fixed. The bridge was primarily built by Hackort Steel. The bridge was primarily designed by Ernst Häseler. | 53.130769 | 11.245160 | Railroad (Abandoned) | Elbe River | Langendorf | Lüchow-Dannenberg, Lower Saxony (Niedersachsen) | Lower Saxony (Niedersachsen) | Germany (Deutschland) | Metal | Parker | Rivet-Connected | Pony | Truss | Fixed | 9 | 16 | 0 | 0 | 1873 | 0 | Hackort Steel | Ernst Häseler | 9 | 10 | 111 | 33.83 | 1779.5 | 542.39 | 0 | 0 | https://historicbridges.org/germany/domitz/little_jasonsmith-img_3239_small.jpg | https://historicbridges.org/germany/domitz/little_jasonsmith-img_3239.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=germany/domitz/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.130769,11.245160 | |||||||||||||
| 7442 | ! | Barton Springs Bridge | This nice looking deck arch bridge was built in 1926, and widened with nearly identical arches in 1946. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by A. A. Mundy of Austin, Texas. The bridge was primarily designed by Terrell Bartlett Engineers of San Antonio, Texas. | 30.265004 | -97.765353 | Barton Springs Road | Barton Creek | Austin | Travis County, Texas | Texas | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1926 | 1946 | A. A. Mundy of Austin, Texas | Terrell Bartlett Engineers of San Antonio, Texas | 6 | 6 | 70 | 21.34 | 212 | 64.62 | 48 | 14.63 | https://historicbridges.org/texas/bartonsprings/little_bartonsprings_7814_5_6r_small.jpg | https://historicbridges.org/texas/bartonsprings/little_bartonsprings_7814_5_6r.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/bartonsprings/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.265004,-97.765353 | |||||||||||||
| 7443 | Lamar Boulevard Bridge | This is a relatively late but unaltered example of an open spandrel arch bridge, also notable for being built during World War II. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Cage Brothers and L. A. Turner of Bishop, Texas . | 30.265840 | -97.756584 | Lamar Boulevard (TX-343 Loop) | Colorado River (Lady Bird Lake) and Cesar Chavez Street | Austin | Travis County, Texas | Texas | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 6 | 0 | 0 | 1943 | 0 | Cage Brothers and L. A. Turner of Bishop, Texas | 6 | 7 | 105 | 32 | 659 | 200.86 | 41.3 | 12.59 | https://historicbridges.org/texas/lamar/little_lamar_7940_small.jpg | https://historicbridges.org/texas/lamar/little_lamar_7940.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/lamar/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.265840,-97.756584 | |||||||||||||||
| 7444 | Austin Railroad Bridge | This long through girder railroad bridge sits on stone piers of a previous bridge with concrete added on top. The technical description of the main or most noteworthy span of the bridge is a 101 ft (30.78 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 30.265128 | -97.754476 | Railroad (Union Pacific) | Colorado River (Lady Bird Lake), Riverside Drive, and Cesar Chavez Street | Austin | Travis County, Texas | Texas | United States | Metal | Through | Girder | Fixed | 0 | 13 | 0 | 0 | 1902 | 0 | Unknown | 6 | 6 | 101 | 30.78 | 1333 | 406.3 | 0 | 0 | https://historicbridges.org/texas/austinrailroad/little_austinrailroad_8039_small.jpg | https://historicbridges.org/texas/austinrailroad/little_austinrailroad_8039.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/austinrailroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.265128,-97.754476 | ||||||||||||||||
| 7445 | Barton Skyway Trail Bridge | This standard design riveted pony truss appears to have been relocated here from an unknown prior location. The technical description of the main or most noteworthy span of the bridge is a metal bolt-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. | 30.262770 | -97.787550 | Pedestrian Walkway | Unnamed Draw | Austin | Travis County, Texas | Texas | United States | Metal | Polygonal Warren | Bolt-Connected | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/texas/bartonskyway/little_bartonskyway_7619_20_21vib_small.jpg | https://historicbridges.org/texas/bartonskyway/little_bartonskyway_7619_20_21vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/bartonskyway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.262770,-97.787550 | ||||||||||||||
| 7446 | Immanuel Road Bridge | This pony truss bridge was bypassed and preserved in place for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. | 30.434423 | -97.610906 | Immanuel Road (Heritage Loop Trail) | Gilleland Creek | Pflugerville | Travis County, Texas | Texas | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 10 | 1 | 0 | 0 | 1935 | 0 | Unknown | 5 | 6 | 70 | 21.34 | 70 | 21.34 | 0 | 0 | https://historicbridges.org/texas/immanuelroadbridge/little_immanuelroadbridge_7376_small.jpg | https://historicbridges.org/texas/immanuelroadbridge/little_immanuelroadbridge_7376.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/immanuelroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.434423,-97.610906 | ||||||||||||||
| 7447 | Old Manor Road Bridge | This bridge is a rare example of a small scale truss bridge preserved via the one-way couplet method. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Johnson and Brothers. The bridge was primarily designed by Texas Highway Department. | 30.322469 | -97.650541 | Old Manor Road (Eastbound) | Walnut Creek | Austin | Travis County, Texas | Texas | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 10 | 1 | Concrete | T-Beam | Fixed | 0 | 2 | 1925 | 2011 | Johnson and Brothers | Texas Highway Department | 6 | 6 | 80 | 24.38 | 151 | 46.02 | 18 | 5.49 | https://historicbridges.org/texas/oldmanorroadbridge/little_oldmanorroadbridge_7229_small.jpg | https://historicbridges.org/texas/oldmanorroadbridge/little_oldmanorroadbridge_7229.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/oldmanorroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.322469,-97.650541 | ||||||||||
| 7448 | CR-327 Bridge | This traditional Pratt truss bridge has been bypassed and abandoned. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 33.603331 | -97.287246 | CR-327 (Abandoned Alignment) | Elm Fork Trinity River | Rural | Cooke County, Texas | Texas | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 140 | 42.67 | 140 | 42.67 | 0 | 0 | https://historicbridges.org/texas/cr327bridge/little_cr327bridge_6697_8_9vib_small.jpg | https://historicbridges.org/texas/cr327bridge/little_cr327bridge_6697_8_9vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/cr327bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.603331,-97.287246 | ||||||||||||||
| 7449 | Junction Swing Bridge | This is a riveted through plate girder swing bridge with a bobtail design. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal through girder, movable: swing, Bobtail. The bridge was primarily built by William Cowlin & Son of Bristol, England and John Lysaght and Company of Bristol, England. | 51.447978 | -2.618690 | Merchants Road | Cumberland Basin | Bristol | South West, England | England | United Kingdom | Metal | Through | Girder | Movable: Swing | Bobtail | 0 | 1 | 0 | 0 | 1925 | 0 | William Cowlin & Son of Bristol, England and John Lysaght and Company of Bristol, England | 6 | 6 | 150 | 45.72 | 150 | 45.72 | 0 | 0 | https://historicbridges.org/unitedkingdom/merchantsroadbristol/little_merchantsroadbristol_7983_small.jpg | https://historicbridges.org/unitedkingdom/merchantsroadbristol/little_merchantsroadbristol_7983.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/merchantsroadbristol/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.447978,-2.618690 | |||||||||||||||
| 7450 | Navarro Street Bridge North | Romana Street Bridge | While perhaps of limited significance individually, this bridge is notable as the large group of bridges found over the San Antonio River near the center of the city. The technical description of the main or most noteworthy span of the bridge is a 38 ft (11.58 m) concrete continuous t-beam, fixed. The bridge was primarily built by McKenzie Construction Company. The bridge was primarily designed by Bartlett and Ranney of San Antonio, Texas. | 29.430832 | -98.490248 | Navarro Street | San Antonio River | San Antonio | Bexar County, Texas | Texas | United States | Concrete | T-Beam | Fixed | 0 | Continuous | 2 | 0 | 0 | 1921 | 0 | McKenzie Construction Company | Bartlett and Ranney of San Antonio, Texas | 3 | 5 | 38 | 11.58 | 77 | 23.47 | 35.8 | 10.91 | https://historicbridges.org/texas/navarrostreetbridgenorth/little_navarrostreetbridgenorth_5701_2_3vib_small.jpg | https://historicbridges.org/texas/navarrostreetbridgenorth/little_navarrostreetbridgenorth_5701_2_3vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/navarrostreetbridgenorth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.430832,-98.490248 | ||||||||||||||
| 7451 | Navarro Street Bridge South | This bridge stands out among the historic highway bridges in this area for its concrete arch design. The technical description of the main or most noteworthy span of the bridge is a 53.2 ft (16.22 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Elder Construction Company of San Antonio, Texas. The bridge was primarily designed by Terrell Bartlett Engineers of San Antonio, Texas. | 29.422929 | -98.490238 | Navarro Street | San Antonio River | San Antonio | Bexar County, Texas | Texas | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1922 | 0 | Elder Construction Company of San Antonio, Texas | Terrell Bartlett Engineers of San Antonio, Texas | 6 | 6 | 53.2 | 16.22 | 159 | 48.46 | 34 | 10.36 | https://historicbridges.org/texas/navarrostreetbridgesouth/little_navarrostreetbridgesouth_3123_small.jpg | https://historicbridges.org/texas/navarrostreetbridgesouth/little_navarrostreetbridgesouth_3123.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/navarrostreetbridgesouth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.422929,-98.490238 | ||||||||||||||
| 7452 | Congress Avenue Bridge | Bat Bridge | This concrete arch bridge has been altered extensively, and one of these alterations has also attracted a colony of bats. The technical description of the main or most noteworthy span of the bridge is a 119 ft (36.27 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by William P. Carmichael Company of Williamsport, Indiana. The bridge was primarily designed by Waddell and Harrington of Kansas City, Missouri. | 30.261550 | -97.745230 | Congress Street | Colorado River (Lady Bird Lake) | Austin | Travis County, Texas | Texas | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 8 | 0 | 0 | 1909 | 1980 | William P. Carmichael Company of Williamsport, Indiana | Waddell and Harrington of Kansas City, Missouri | 5 | 6 | 119 | 36.27 | 954 | 290.78 | 60 | 18.29 | https://historicbridges.org/texas/congressbridge/little_congressbridge_0796_7_8vib_small.jpg | https://historicbridges.org/texas/congressbridge/little_congressbridge_0796_7_8vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/congressbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.261550,-97.745230 | |||||||||||||
| 7453 | San Antonio River Walk Bridge Northeast | This is one of several footbridge arch bridges along the San Antonio River Walk. The technical description of the main or most noteworthy span of the bridge is a 48 ft (14.63 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 29.424543 | -98.488416 | San Antonio River Walk | San Antonio River | San Antonio | Bexar County, Texas | Texas | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 6 | 48 | 14.63 | 48 | 14.63 | 8 | 2.44 | https://historicbridges.org/texas/riverwalkpedestrianbridgenortheast/little_riverwalkpedestrianbridgenortheast_3838_small.jpg | https://historicbridges.org/texas/riverwalkpedestrianbridgenortheast/little_riverwalkpedestrianbridgenortheast_3838.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/riverwalkpedestrianbridgenortheast/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.424543,-98.488416 | |||||||||||||||
| 7454 | Mt. Bonnell Road Bridge | This pony truss bridge was bypassed and preserved in place for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 101 ft (30.78 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Austin Bridge Company of Dallas, Texas. | 30.315521 | -97.773764 | Mt. Bonnell Road | Water Plant Road and Hucks Slough | Austin | Travis County, Texas | Texas | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 1922 | 0 | Austin Bridge Company of Dallas, Texas | 6 | 6 | 101 | 30.78 | 102 | 31.09 | 14.8 | 4.51 | https://historicbridges.org/texas/mtbonnell/little_mtbonnell_7571_small.jpg | https://historicbridges.org/texas/mtbonnell/little_mtbonnell_7571.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/mtbonnell/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.315521,-97.773764 | ||||||||||||||
| 7455 | Monnow Bridge (Pont Trefynwy) | Pont a Phorth Mynwy | This unique medieval bridge with its tower on the deck is the only remaining fortified river bridge in Great Britain with an intact gate tower. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 51.808939 | -2.720117 | Pedestrian Walkway (Monnow Street and Cinderhill Street) | River Monnow (Afon Mynwy) | Monmouth (Trefynwy) | Monmouthshire (Sir Fynwy), Wales (Cymru) | Wales (Cymru) | United Kingdom | Stone | Segmental | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1272 | 0 | Unknown | 10 | 10 | 0 | 0 | 114.2 | 34.81 | 24 | 7.32 | https://historicbridges.org/unitedkingdom/monnowbridge/little_monnowbridge_9678_79_80v_small.jpg | https://historicbridges.org/unitedkingdom/monnowbridge/little_monnowbridge_9678_79_80v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/monnowbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.808939,-2.720117 | ||||||||||||||
| 7456 | Brockweir Bridge | This is a good example of a lattice girder bridge, despite bolted alterations. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal Lattice through girder, fixed. The bridge was primarily built by E. Finch and Company of Chepstow, Wales. | 51.707010 | -2.669088 | Mill Hill Road | River Wye (Afon Gwy) | Tintern (Tyndyrn) and Brockweir | South West, England and Monmouthshire (Sir Fynwy), Wales (Cymru) | England and Wales (Cymru) | United Kingdom | Metal | Lattice | Through | Girder | Fixed | 0 | 3 | 0 | 0 | 1908 | 0 | E. Finch and Company of Chepstow, Wales | 6 | 6 | 70 | 21.34 | 214 | 65.23 | 0 | 0 | https://historicbridges.org/unitedkingdom/brockweirbridge/little_brockweirbridge_8940_small.jpg | https://historicbridges.org/unitedkingdom/brockweirbridge/little_brockweirbridge_8940.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/brockweirbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.707010,-2.669088 | |||||||||||||||
| 7457 | Ardverikie Estate Bridge | Ardverikie Gate Lodge Bridge | This lattice girder sits next to a notable gate lodge with turret. The technical description of the main or most noteworthy span of the bridge is a metal Lattice through girder, fixed. The bridge was primarily built by Unknown. | 56.975117 | -4.404878 | Ardverikie Estate Driveway | River Pattack | Kinloch Laggan | Highland, Scotland | United Kingdom | Metal | Lattice | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/unitedkingdom/kinlochlagganbridge/little_kinlochlagganbridge_2635_small.jpg | https://historicbridges.org/unitedkingdom/kinlochlagganbridge/little_kinlochlagganbridge_2635.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/kinlochlagganbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=56.975117,-4.404878 | |||||||||||||||
| 7458 | Sutton Weaver Swing Bridge | This is a nicely preserved example of a through truss bobtail swing bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed, Rim Bearing Bobtail. The bridge was primarily built by Joseph Parks of Northwich, England. | 53.304848 | -2.699373 | Sutton Causeway (A56) | River Weaver (Navigation Channel) | Frodsham and Runcorn | North West, England | England | United Kingdom | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | Rim Bearing Bobtail | 0 | 1 | 0 | 0 | 1926 | 2014 | Joseph Parks of Northwich, England | 7 | 7 | 0 | 0 | 150 | 45.72 | 26.7 | 8.14 | https://historicbridges.org/unitedkingdom/suttoncausewaybridge/little_suttoncausewaybridge_6749_small.jpg | https://historicbridges.org/unitedkingdom/suttoncausewaybridge/little_suttoncausewaybridge_6749.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/suttoncausewaybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.304848,-2.699373 | |||||||||||||
| 7459 | San Antonio Street Bridge | This concrete arch bridge was designed with a lot of aesthetic details that made this a truly beautiful bridge. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Miller-Fifield Construction Company of Waterloo, Iowa. The bridge was primarily designed by Terrell Bartlett Engineers of San Antonio, Texas. | 29.706148 | -98.121695 | San Antonio Street | Comal River | New Braunfels | Comal County, Texas | Texas | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 5 | Concrete | T-Beam | Fixed | 0 | 2 | 1923 | 2019 | Miller-Fifield Construction Company of Waterloo, Iowa | Terrell Bartlett Engineers of San Antonio, Texas | 6 | 7 | 70 | 21.34 | 410 | 124.97 | 20 | 6.1 | https://historicbridges.org/texas/sanantoniostreetbridge/little_sanantoniostreetbridge_0445_small.jpg | https://historicbridges.org/texas/sanantoniostreetbridge/little_sanantoniostreetbridge_0445.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/sanantoniostreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.706148,-98.121695 | |||||||||||
| 7460 | Guadalupe River Bridge | This is an outstanding and relatively large example of a concrete arch bridge in Texas. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Uvalde Construction Company of Dallas, Texas. The bridge was primarily designed by Texas Highway Department. | 29.694243 | -98.107828 | Business I-35 and Business TX-46 | Guadalupe River | New Braunfels | Comal County, Texas | Texas | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 5 | Concrete | T-Beam | Fixed | 0 | 5 | 1934 | 0 | Uvalde Construction Company of Dallas, Texas | Texas Highway Department | 7 | 7 | 120 | 36.58 | 818 | 249.33 | 40 | 12.19 | https://historicbridges.org/texas/guadaluperiverbridge/little_guadaluperiverbridge_9475_6_7vib_small.jpg | https://historicbridges.org/texas/guadaluperiverbridge/little_guadaluperiverbridge_9475_6_7vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/guadaluperiverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.694243,-98.107828 | |||||||||||
| 7461 | Dionicio Rodriguez Bridge | This concrete arch bridge has one of the most unusual sidewalks ever seen, which is designed to look like a tunnel of tree branches. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Dionicio Rodriguez. | 29.464794 | -98.468520 | Brackenridge Road | San Antonio River (Flood Channel) | San Antonio | Bexar County, Texas | Texas | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | Concrete | Culvert | Fixed | 0 | 1 | 1926 | 0 | Unknown | Dionicio Rodriguez | 7 | 7 | 0 | 0 | 98 | 29.87 | 0 | 0 | https://historicbridges.org/texas/dioniciorodriguezbridge/little_dioniciorodriguezbridge_8527_8_9r_small.jpg | https://historicbridges.org/texas/dioniciorodriguezbridge/little_dioniciorodriguezbridge_8527_8_9r.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/dioniciorodriguezbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.464794,-98.468520 | |||||||||||
| 7462 | Espada Aqueduct | This stone arch aqueduct is among the oldest surviving bridge structures in the United States, and is a National Historic Landmark. The technical description of the main or most noteworthy span of the bridge is a 16.5 ft (5.03 m) stone Segmental deck arch, fixed. The bridge was primarily built by Franciscan friars (Unknown Names). | 29.332546 | -98.461331 | Espada Ditch (Espada Acequia) | Piedras Creek | San Antonio | Bexar County, Texas | Texas | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1745 | 0 | Franciscan friars (Unknown Names) | 10 | 10 | 16.5 | 5.03 | 195 | 59.44 | 0 | 0 | https://historicbridges.org/texas/espadaaqueduct/little_espadaaqueduct_7174_small.jpg | https://historicbridges.org/texas/espadaaqueduct/little_espadaaqueduct_7174.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/espadaaqueduct/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.332546,-98.461331 | |||||||||||||||
| 7463 | King Edward VII Bridge | This is a large and very wide deck truss railway bridge. The technical description of the main or most noteworthy span of the bridge is a 324 ft (98.76 m) metal rivet-connected Double-Intersection Warren deck truss, fixed. The bridge was primarily built by Cleveland Bridge and Engineering Company of Darlington, England. The bridge was primarily designed by Charles A. Harrison. | 54.963220 | -1.616260 | Railroad (East Coast Main Line) | River Tyne | Newcastle upon Tyne and Gateshead | North East, England | England | United Kingdom | Metal | Double-Intersection Warren | Rivet-Connected | Deck | Truss | Fixed | 13 | 4 | 0 | 0 | 1906 | 0 | Cleveland Bridge and Engineering Company of Darlington, England | Charles A. Harrison | 7 | 7 | 324 | 98.76 | 1151 | 350.82 | 46 | 14.02 | https://historicbridges.org/unitedkingdom/kingedward7bridge/little_kingedward7bridge_3878_79_80v_small.jpg | https://historicbridges.org/unitedkingdom/kingedward7bridge/little_kingedward7bridge_3878_79_80v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/kingedward7bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=54.963220,-1.616260 | |||||||||||||
| 7464 | Hills Street Railway Overpass | Bridge LEN3-319 | This overpass bridge is noted for its helicoidal skewed arch design. The technical description of the main or most noteworthy span of the bridge is a 67 ft (20.42 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 54.965318 | -1.604503 | Railroad (Various Railways) | Hills Street | Gateshead | North East, England | England | United Kingdom | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 67 | 20.42 | 67 | 20.42 | 0 | 0 | https://historicbridges.org/unitedkingdom/hillsstreet/little_hillsstreet_4604_5_6v_small.jpg | https://historicbridges.org/unitedkingdom/hillsstreet/little_hillsstreet_4604_5_6v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/hillsstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=54.965318,-1.604503 | ||||||||||||||
| 7465 | Ouseburn Viaduct | This bridge is a large multi-span example of a wrought iron arch bridge. The technical description of the main or most noteworthy span of the bridge is a 116 ft (35.36 m) metal hingeless Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily built by Weardale Iron and Coal Company of St. Peters, England. The bridge was primarily designed by Thomas Elliot Harrison. | 54.976486 | -1.593006 | Railroad (East Coast Main Line) | Ouseburn Valley | Newcastle upon Tyne | North East, England | England | United Kingdom | Metal | Solid Ribbed Spandrel Braced | Hingeless | Deck | Arch | Fixed | 0 | 5 | 0 | 2 | 1869 | 0 | Weardale Iron and Coal Company of St. Peters, England | Thomas Elliot Harrison | 8 | 8 | 116 | 35.36 | 918 | 279.81 | 0 | 0 | https://historicbridges.org/unitedkingdom/ouseburnviaduct/little_ouseburnviaduct_6653_4_5v_small.jpg | https://historicbridges.org/unitedkingdom/ouseburnviaduct/little_ouseburnviaduct_6653_4_5v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/ouseburnviaduct/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=54.976486,-1.593006 | |||||||||||||
| 7466 | Wellington Street Railway Overpass | This is a good example of a bowstring pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 112 ft (34.14 m) metal rivet-connected Bowstring pony truss, fixed. The bridge was primarily built by Unknown. | 54.964964 | -1.604988 | Railroad | Wellington Street | Gateshead | North East, England | England | United Kingdom | Metal | Bowstring | Rivet-Connected | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 6 | 112 | 34.14 | 112 | 34.14 | 0 | 0 | https://historicbridges.org/unitedkingdom/wellingtonstreet/little_wellingtonstreet_4657_small.jpg | https://historicbridges.org/unitedkingdom/wellingtonstreet/little_wellingtonstreet_4657.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/wellingtonstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=54.964964,-1.604988 | ||||||||||||||
| 7467 | Calaveras Bridge | Wilson County Camelback Bridge | This is a rare pin-connected Pennsylvania through truss bridge also noted for its Camelback configuration of its top chord. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Unknown. | 29.215241 | -98.261332 | FM-775 (Old CR-117 Former FM-3444 | San Antonio River | Near Calaveras | Wilson County, Texas | Texas | United States | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 0 | 1 | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 0 | 0 | 1890 | 0 | Unknown | 8 | 8 | 180 | 54.86 | 487 | 148.44 | 0 | 0 | https://historicbridges.org/texas/fm775/little_fm775_1206_small.jpg | https://historicbridges.org/texas/fm775/little_fm775_1206.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/fm775/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.215241,-98.261332 | |||||||
| 7468 | Worley Bridge | This Pratt truss bridge was extensively rehabilitated for continued vehicular use. The technical description of the main or most noteworthy span of the bridge is a 136 ft (41.45 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Chicago Bridge and Iron Works of Chicago, Illinois, C. Q. Horton of Austin, Texas, Agent. | 30.692081 | -97.137939 | CR-428 | San Gabriel River | Rural | Milam County, Texas | Texas | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 7 | 1912 | 2014 | Chicago Bridge and Iron Works of Chicago, Illinois, C. Q. Horton of Austin, Texas, Agent | 7 | 7 | 136 | 41.45 | 275 | 83.82 | 10.8 | 3.29 | https://historicbridges.org/texas/worleybridge/little_worleybridge_4229_30_31r_small.jpg | https://historicbridges.org/texas/worleybridge/little_worleybridge_4229_30_31r.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/worleybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.692081,-97.137939 | |||||||||||
| 7469 | Brazos Point Bridge | This bridge is noted for its multi-span pin-connected truss spans, plus it also has a long series of stringer approach spans. The technical description of the main or most noteworthy span of the bridge is a 142 ft (43.28 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Austin Bridge Company of Dallas, Texas. | 32.204277 | -97.605672 | CR-1118 (CR-1175) | Brazos River | Rural | Johnson County, Texas and Bosque County, Texas | Texas | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 3 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 17 | 1914 | 0 | Austin Bridge Company of Dallas, Texas | 7 | 8 | 142 | 43.28 | 799 | 243.54 | 14.5 | 4.42 | https://historicbridges.org/texas/brazospointbridge/little_brazospointbridge_1014_small.jpg | https://historicbridges.org/texas/brazospointbridge/little_brazospointbridge_1014.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/brazospointbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.204277,-97.605672 | |||||||||||
| 7470 | Sugarloaf Mountain Bridge | Bypassed and preserved for pedestrian use, this bridge has an unusual four slope Parker truss design. The technical description of the main or most noteworthy span of the bridge is a 235 ft (71.63 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 30.825660 | -96.743900 | CR-264 (Old Alignment) | Little River | Rural | Milam County, Texas | Texas | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 12 | 1 | 0 | 4 | 1896 | 2006 | Unknown | 8 | 8 | 235 | 71.63 | 310 | 94.49 | 13.5 | 4.11 | https://historicbridges.org/texas/sugarloafmountainbridge/little_sugarloafmountainbridge_6387_small.jpg | https://historicbridges.org/texas/sugarloafmountainbridge/little_sugarloafmountainbridge_6387.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/sugarloafmountainbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.825660,-96.743900 | ||||||||||||||
| 7471 | Big Elm Creek Bridge | This rare bowstring truss bridge has been moved to a park setting in Rosebud with the intention of reusing the bridge as a pedestrian crossing. The technical description of the main or most noteworthy span of the bridge is a 68 ft (20.73 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 31.081924 | -96.979092 | Nothing | Ground | Rosebud | Falls County, Texas | Texas | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 1884 | 0 | King Bridge Company of Cleveland, Ohio | 9 | 9 | 68 | 20.73 | 71 | 21.64 | 11.8 | 3.6 | https://historicbridges.org/texas/bigelmcreekbridge/little_bigelmcreekbridge_7227_small.jpg | https://historicbridges.org/texas/bigelmcreekbridge/little_bigelmcreekbridge_7227.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/bigelmcreekbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.081924,-96.979092 | ||||||||||||||
| 7472 | Aldwark Bridge | This impressive combination of a lattice girder and brick arch approaches is one of the few privately owned toll bridges in the United Kingdom. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal Lattice through girder, fixed. The bridge was primarily built by Unknown. | 54.053480 | -1.288180 | Boat Lane | River Ure (River Ouse) | Aldwark | Yorkshire and the Humber, England | England | United Kingdom | Metal | Lattice | Through | Girder | Fixed | 0 | 4 | Brick | Segmental | Deck | Arch | 0 | 0 | 1880 | 0 | Unknown | 7 | 7 | 50 | 15.24 | 750 | 228.6 | 0 | 0 | https://historicbridges.org/unitedkingdom/boatlanebridge/little_boatlanebridge_9948_49_50v_small.jpg | https://historicbridges.org/unitedkingdom/boatlanebridge/little_boatlanebridge_9948_49_50v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/boatlanebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=54.053480,-1.288180 | |||||||||||
| 7473 | Byker Bridge | This is a very large high level brick arch bridge. The technical description of the main or most noteworthy span of the bridge is a brick Elliptical deck arch, fixed. The bridge was primarily built by Unknown. | 54.975803 | -1.591355 | A193 | Ouseburn Valley | Newcastle upon Tyne | North East, England | England | United Kingdom | Brick | Elliptical | Deck | Arch | Fixed | 0 | 0 | 0 | 0 | 1878 | 1986 | Unknown | 6 | 6 | 0 | 0 | 1130 | 344.42 | 30 | 9.14 | https://historicbridges.org/unitedkingdom/bykerbridge/little_bykerbridge_6998_small.jpg | https://historicbridges.org/unitedkingdom/bykerbridge/little_bykerbridge_6998.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/bykerbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=54.975803,-1.591355 | |||||||||||||||
| 7474 | Ouseburn Foot Bridge | This small stone arch bridge is located under much larger bridges that cross the entire valley. The technical description of the main or most noteworthy span of the bridge is a stone deck arch, fixed. The bridge was primarily built by Unknown. | 54.975945 | -1.591780 | Pedestrian Walkway | Ouseburn | Newcastle upon Tyne | North East, England | England | United Kingdom | Stone | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 2 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/unitedkingdom/ouseburnstonearch/little_ouseburnstonearch_6620_small.jpg | https://historicbridges.org/unitedkingdom/ouseburnstonearch/little_ouseburnstonearch_6620.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/ouseburnstonearch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=54.975945,-1.591780 | ||||||||||||||||
| 7475 | McQueeney Bridge | With its rare combination of pin-connected spans, this bridge's use came to an end when someone crashed into the sway bracing, severely damaging the bridge. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Unknown. | 29.591390 | -98.037603 | Bridge Road | Guadalupe River | McQueeney | Guadalupe County, Texas | Texas | United States | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 12 | 1 | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 0 | 0 | 1906 | 0 | Unknown | 8 | 8 | 200 | 60.96 | 500 | 152.4 | 0 | 0 | https://historicbridges.org/texas/mcqueeneybridge/little_mcqueeneybridge_1965_6_7r_small.jpg | https://historicbridges.org/texas/mcqueeneybridge/little_mcqueeneybridge_1965_6_7r.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/mcqueeneybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.591390,-98.037603 | ||||||||
| 7476 | Somerset Road Bridge | This rare unaltered Luten arch bridge was preserved in place as a one-way bridge, which accommodates the narrow deck width. The technical description of the main or most noteworthy span of the bridge is a 59 ft (17.98 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Daniel Luten. | 29.328817 | -98.584892 | Somerset Road | Leon Creek | San Antonio | Bexar County, Texas | Texas | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 4 | 0 | 0 | 1914 | 2014 | Unknown | Daniel Luten | 7 | 7 | 59 | 17.98 | 223 | 67.97 | 17.4 | 5.3 | https://historicbridges.org/texas/somersetroadbridge/little_somersetroadbridge_0960_1_2r_small.jpg | https://historicbridges.org/texas/somersetroadbridge/little_somersetroadbridge_0960_1_2r.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/somersetroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.328817,-98.584892 | ||||||||||||||
| 7477 | Roosevelt Avenue Bridge | Mrs. Frank W. Sorell Bridge | This arch bridge was designed with details inspired by the nearby San Jose Mission. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by McKenzie Construction Company. The bridge was primarily designed by Texas Highway Department. | 29.376222 | -98.481285 | Roosevelt Avenue (TX-536 Spur) | San Antonio River | San Antonio | Bexar County, Texas | Texas | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1934 | 0 | McKenzie Construction Company | Texas Highway Department | 6 | 6 | 110 | 33.53 | 290 | 88.39 | 50 | 15.24 | https://historicbridges.org/texas/rooseveltave/little_rooseveltavebridge_1017_small.jpg | https://historicbridges.org/texas/rooseveltave/little_rooseveltavebridge_1017.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/rooseveltave/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.376222,-98.481285 | |||||||||||||
| 7478 | Pleasanton Road Bridge | Earle Bridge, Cassin Bridge | Bypassed and abandoned, this is one of the oldest known surviving concrete arch bridges in Texas. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by H. B. Thompson and Company of Birmingham, Alabama. The bridge was primarily designed by Terrell Bartlett Engineers of San Antonio, Texas. | 29.263988 | -98.491107 | Pleasanton Road (Abandoned Alignment) | Medina River | San Antonio | Bexar County, Texas | Texas | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 4 | 0 | 0 | 1910 | 0 | H. B. Thompson and Company of Birmingham, Alabama | Terrell Bartlett Engineers of San Antonio, Texas | 7 | 7 | 110 | 33.53 | 303 | 92.35 | 18 | 5.49 | https://historicbridges.org/texas/pleasantonroadbridge/little_pleasantonroadbridge_1125_6_7vib_small.jpg | https://historicbridges.org/texas/pleasantonroadbridge/little_pleasantonroadbridge_1125_6_7vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/pleasantonroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.263988,-98.491107 | |||||||||||||
| 7479 | Leon River Bridge | This is a riveted through truss in good condition, and it is noted for its custom design, which did not rely on a state standard plan. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Mosher Steel Company of Houston, Texas and Austin Bridge Company of Dallas, Texas. The bridge was primarily designed by Texas Highway Department. | 31.066447 | -97.442476 | Charter Oak Drive (Waco Road) (FM-817) | Leon River | Belton and Temple | Bell County, Texas | Texas | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 1939 | 0 | Mosher Steel Company of Houston, Texas and Austin Bridge Company of Dallas, Texas | Texas Highway Department | 6 | 7 | 200 | 60.96 | 412 | 125.58 | 24 | 7.32 | https://historicbridges.org/texas/leonriverbridge/little_leonriverbridge_8493_small.jpg | https://historicbridges.org/texas/leonriverbridge/little_leonriverbridge_8493.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/leonriverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.066447,-97.442476 | ||||||||||
| 7480 | Postbridge Clapper Bridge | This bridge is one of the finest known examples of a rare archaic bridge type known as a clapper bridge, composed of stone slabs. The technical description of the main or most noteworthy span of the bridge is a 13 ft (3.96 m) stone slab, fixed. The bridge was primarily built by Unknown. | 50.594131 | -3.911154 | Pedestrian Walkway | East Dart River | Postbridge | South West, England | England | United Kingdom | Stone | Slab | Fixed | 0 | 3 | 0 | 0 | 1380 | 1879 | Unknown | 9 | 10 | 13 | 3.96 | 39 | 11.89 | 6.5 | 1.98 | https://historicbridges.org/unitedkingdom/postclapperbridge/little_postclapperbridge_6048_small.jpg | https://historicbridges.org/unitedkingdom/postclapperbridge/little_postclapperbridge_6048.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/postclapperbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.594131,-3.911154 | |||||||||||||||||
| 7481 | Postbridge Arch Bridge | This bridge replaced the nearby clapper bridge in the 1700s and continues to carry highway traffic today. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 50.594369 | -3.911264 | B3212 | East Dart River | Postbridge | South West, England | England | United Kingdom | Stone | Segmental | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1772 | 0 | Unknown | 4 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/unitedkingdom/postarchbridge/little_postarchbridge_5964_5_6v_small.jpg | https://historicbridges.org/unitedkingdom/postarchbridge/little_postarchbridge_5964_5_6v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/postarchbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.594369,-3.911264 | |||||||||||||||
| 7482 | North Bridge | This is a beautiful arch bridge that has a detailed cast iron facade. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal hingeless deck arch, fixed. The bridge was primarily built by Sir William Arrol and Company of Glasgow, Scotland. The bridge was primarily designed by Blyth and Westland. | 55.952223 | -3.188563 | A7 | Edinburgh Waverley Railway Station and Market Street | Edinburgh | City of Edinburgh, Scotland | Scotland | United Kingdom | Metal | Hingeless | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1897 | 0 | Sir William Arrol and Company of Glasgow, Scotland | Blyth and Westland | 8 | 8 | 175 | 53.34 | 525 | 160.02 | 51 | 15.54 | https://historicbridges.org/unitedkingdom/northbridge/little_northbridge_5816_small.jpg | https://historicbridges.org/unitedkingdom/northbridge/little_northbridge_5816.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/northbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=55.952223,-3.188563 | ||||||||||||||
| 7483 | Foy Bridge | H. C. C. Bridge Number 328 | Hidden in the countryside is this classic suspension footbridge with finials on the towers. The technical description of the main or most noteworthy span of the bridge is a metal pony truss stiffening wire cable stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Rowell and Company of Westminster, England. | 51.952835 | -2.576809 | Pedestrian Walkway | River Wye (Afon Gwy) | Ross-on-Wye | West Midlands, England | England | United Kingdom | Metal | Pony Truss Stiffening | Wire Cable | Stringer (Multi-Beam) | Fixed | 0 | 1 | Metal | Double-Intersection Warren | Rivet-Connected | Pony | Truss | 0 | 0 | 0 | 0 | Unknown | Rowell and Company of Westminster, England | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/unitedkingdom/riverwyefootbridge/little_riverwyefootbridge_9981_small.jpg | https://historicbridges.org/unitedkingdom/riverwyefootbridge/little_riverwyefootbridge_9981.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/riverwyefootbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.952835,-2.576809 | ||||||||
| 7484 | Leon Street Bridge | Gatesville Bridge | Built by the notable George E. King Bridge Company, this bridge has been closed to traffic, but remains open to pedestrians. The technical description of the main or most noteworthy span of the bridge is a 136 ft (41.45 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by George E. King Bridge Company of Des Moines, Iowa. | 31.432843 | -97.761669 | Leon Street | Leon River | Gatesville | Coryell County, Texas | Texas | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1904 | 0 | George E. King Bridge Company of Des Moines, Iowa | 7 | 7 | 136 | 41.45 | 141 | 42.98 | 14.8 | 4.51 | https://historicbridges.org/texas/gatesvillebridge/little_gatesvillebridge_9243_small.jpg | https://historicbridges.org/texas/gatesvillebridge/little_gatesvillebridge_9243.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/gatesvillebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.432843,-97.761669 | |||||||||||||
| 7485 | Clifton Railroad Bridge | This is a traditional riveted railroad plate girder bridge. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 31.795551 | -97.578464 | Railroad (BNSF) | North Bosque River and Riverside Drive | Clifton | Bosque County, Texas | Texas | United States | Metal | Through | Girder | Fixed | 0 | 5 | 0 | 0 | 0 | 0 | Unknown | 2 | 3 | 80 | 24.38 | 372 | 113.39 | 0 | 0 | https://historicbridges.org/texas/cliftonrailroadbridge/little_cliftonrailroadbridge_0798_799_800vib_small.jpg | https://historicbridges.org/texas/cliftonrailroadbridge/little_cliftonrailroadbridge_0798_799_800vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/cliftonrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.795551,-97.578464 | ||||||||||||||||
| 7486 | Cambridge Railway Bridge | Galt Trestle Bridge, Grand River Viaduct | This large railway truss bridge sits on handsome stone piers, and even has a stone arch approach span at the end. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. | 43.367671 | -80.319873 | Railroad (Canadian Pacific) | Grand River | Cambridge | Waterloo Region, Ontario | Ontario | Canada | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 8 | 5 | Stone | Semicircular | Deck | Arch | Fixed | 0 | 0 | 1931 | 0 | Unknown | 7 | 8 | 150 | 45.72 | 1028.9 | 313.61 | 0 | 0 | https://historicbridges.org/ontario/grandrivergalt/little_20200824_194423_small.jpg | https://historicbridges.org/ontario/grandrivergalt/little_20200824_194423.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/grandrivergalt/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.367671,-80.319873 | ||||||||
| 7487 | Jewel Bridge | This outstanding heritage bridge its noted for its rare ribbed arch design, with the center of the deck supported by t-beams. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel (Ribbed) deck arch, fixed. The bridge was primarily built by Unknown. | 44.652278 | -81.245861 | Jewel Bridge Road | Sauble River | South Bruce Peninsula | Bruce County, Ontario | Ontario | Canada | Concrete | Closed Spandrel (Ribbed) | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/jewelbridge/little_20200822_145901_small.jpg | https://historicbridges.org/ontario/jewelbridge/little_20200822_145901.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/jewelbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.652278,-81.245861 | |||||||||||||||
| 7488 | 10th Line Bridge | This concrete bowstring arch bridge is noted for its small size. The technical description of the main or most noteworthy span of the bridge is a concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. | 43.774531 | -80.045950 | 10th Line | West Credit River | Erin | Wellington County, Ontario | Ontario | Canada | Concrete | Rainbow | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/10thlineerinwestcredit/little_20200821_192547_small.jpg | https://historicbridges.org/ontario/10thlineerinwestcredit/little_20200821_192547.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/10thlineerinwestcredit/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.774531,-80.045950 | |||||||||||||||
| 7489 | Allenford Road Bridge | This t-beam bridge is noted for its long spans and also its unusually large, deep t-beams. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. | 44.634194 | -81.184834 | Allenford Road | Sauble River | South Bruce Peninsula | Bruce County, Ontario | Ontario | Canada | Concrete | T-Beam | Fixed | 0 | 3 | 0 | 0 | 0 | 0 | Unknown | 5 | 6 | 50 | 15.24 | 150 | 45.72 | 0 | 0 | https://historicbridges.org/ontario/allenfordroadsaublebridge/little_20200822_163828_small.jpg | https://historicbridges.org/ontario/allenfordroadsaublebridge/little_20200822_163828.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/allenfordroadsaublebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.634194,-81.184834 | |||||||||||||||||
| 7490 | Palgrave Railway Bridge 1 | This handsome stone arch bridge is noted for its width and dated keystone. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 43.943325 | -79.839521 | Railroad (Caledon Trailway Rail-Trail) | Upper Humber River | Caledon (Palgrave) | Peel Region, Ontario | Ontario | Canada | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1889 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/palgravearch/little_20200815_170734_small.jpg | https://historicbridges.org/ontario/palgravearch/little_20200815_170734.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/palgravearch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.943325,-79.839521 | |||||||||||||||
| 7491 | Palgrave Railway Bridge 2 | This is one of two small stone arch railway bridges in this area. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 43.936057 | -79.843004 | Railroad (Caledon Trailway Rail-Trail) | Upper Humber River Tributary | Caledon (Palgrave) | Peel Region, Ontario | Ontario | Canada | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1889 | 0 | Unknown | 7 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/palgravearch2/little_20200815_174755_small.jpg | https://historicbridges.org/ontario/palgravearch2/little_20200815_174755.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/palgravearch2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.936057,-79.843004 | |||||||||||||||
| 7492 | I-10 North Frontage Road Bridge | TX-27 Bridge | This state standard through truss bridge also features a series of steel stringer approach spans. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Word and Worrell of Fort Worth, Texas. The bridge was primarily designed by Texas Highway Department. | 30.426165 | -99.679648 | I-10 North Frontage Road | Johnson Fork Creek | Rural | Kimble County, Texas | Texas | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 6 | 2 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 8 | 1938 | 0 | Word and Worrell of Fort Worth, Texas | Texas Highway Department | 6 | 7 | 120 | 36.58 | 666 | 203 | 23.6 | 7.19 | https://historicbridges.org/texas/johnsonforkcreekbridge/little_johnsonforkcreekbridge_0264_small.jpg | https://historicbridges.org/texas/johnsonforkcreekbridge/little_johnsonforkcreekbridge_0264.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/johnsonforkcreekbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.426165,-99.679648 | |||||||||
| 7493 | Labatt Bridge | Relocated and preserved on a trail system, this is a notable three span pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 95 ft (28.96 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. | 29.141714 | -98.182375 | El Camino Real de los Tejas National Historic Trail | Seguin Branch | Floresville | Wilson County, Texas | Texas | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 3 | 0 | 0 | 1914 | 2007 | Unknown | 6 | 6 | 95 | 28.96 | 285 | 86.87 | 14 | 4.27 | https://historicbridges.org/texas/labattbridge/little_labattbridge_1581_small.jpg | https://historicbridges.org/texas/labattbridge/little_labattbridge_1581.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/labattbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.141714,-98.182375 | ||||||||||||||
| 7494 | McQueeney Railroad Bridge | This bridge features a main span that was replaced in 1949, while the approach spans remain original, dating to 1899. The technical description of the main or most noteworthy span of the bridge is a 240 ft (73.15 m) metal rivet-connected Modified Polygonal Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York (1949 Span). | 29.592590 | -98.038397 | Railroad (Union Pacific) | Guadalupe River, Hot Shot Lane, and McQueeney Road | McQueeney | Guadalupe County, Texas | Texas | United States | Metal | Modified Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 9 | 1 | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 0 | 1899 | 1949 | American Bridge Company of New York, New York (1949 Span) | 6 | 6 | 240 | 73.15 | 1108 | 337.72 | 0 | 0 | https://historicbridges.org/texas/mcqueeneyrailroadbridge/little_mcqueeneyrailroadbridge_2295_6_7vib_small.jpg | https://historicbridges.org/texas/mcqueeneyrailroadbridge/little_mcqueeneyrailroadbridge_2295_6_7vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/mcqueeneyrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.592590,-98.038397 | ||||||||
| 7495 | CR-456 Bridge | Coupland Bridge | This rare pin-connected Parker truss highway bridge has been preserved in place for vehicular use. The technical description of the main or most noteworthy span of the bridge is a 136 ft (41.45 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 30.469733 | -97.381835 | CR-456 | Brushy Creek | Rural | Williamson County, Texas | Texas | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1912 | 2019 | Unknown | 7 | 7 | 136 | 41.45 | 140 | 42.67 | 15.7 | 4.79 | https://historicbridges.org/texas/brushycreekbridge/little_brushycreekbridge_2516_7_8r_small.jpg | https://historicbridges.org/texas/brushycreekbridge/little_brushycreekbridge_2516_7_8r.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/brushycreekbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.469733,-97.381835 | |||||||||||||
| 7496 | CR-114 Bridge | Preserved in place for vehicular use, this bridge is noted for its early use of bolted connections and its distinctive sway bracing design. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal bolt-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 31.983670 | -99.149133 | CR-114 | Turkey Creek | Rural | Brown County, Texas | Texas | United States | Metal | Pratt | Bolt-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1916 | 2011 | Unknown | 6 | 7 | 130 | 39.62 | 132 | 40.23 | 13.8 | 4.21 | https://historicbridges.org/texas/turkeycreekbridge/little_turkeycreekbridge_4909_small.jpg | https://historicbridges.org/texas/turkeycreekbridge/little_turkeycreekbridge_4909.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/turkeycreekbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.983670,-99.149133 | ||||||||||||||
| 7497 | Old Pecan Grove Road Bridge | This bridge is noted as a rare surviving parallel chord Warren through truss bridge in Texas that is still open to vehicular traffic. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Missouri Valley Bridge and Iron Company of Leavenworth, Kansas. | 31.202182 | -98.712751 | Old Pecan Grove Road (CR-110) (Goran Lane) | San Saba River | San Saba | San Saba County, Texas | Texas | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Concrete | Slab | Fixed | 0 | 4 | 1937 | 2011 | Missouri Valley Bridge and Iron Company of Leavenworth, Kansas | 5 | 7 | 125 | 38.1 | 218 | 66.45 | 17.7 | 5.39 | https://historicbridges.org/texas/oldpecangroveroadbridge/little_oldpecangroveroadbridge_8019_20_21r_small.jpg | https://historicbridges.org/texas/oldpecangroveroadbridge/little_oldpecangroveroadbridge_8019_20_21r.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/oldpecangroveroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.202182,-98.712751 | |||||||||||
| 7498 | Winchell Bridge | This large multi-span through truss bridge was bypassed and abandoned in 1987. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Austin Bridge Company of Dallas, Texas. | 31.467907 | -99.162171 | US-377 (Abandoned Alignment) | Colorado River | Rural | McCulloch County, Texas and Brown County, Texas | Texas | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Camelback | Rivet-Connected | Through | Truss | Fixed | 6 | 2 | 1932 | 0 | Austin Bridge Company of Dallas, Texas | 6 | 7 | 200 | 60.96 | 840 | 256.03 | 18 | 5.49 | https://historicbridges.org/texas/winchellbridge/little_winchellbridge_6212_3_4vib_small.jpg | https://historicbridges.org/texas/winchellbridge/little_winchellbridge_6212_3_4vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/winchellbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.467907,-99.162171 | ||||||||
| 7499 | Comal River Railroad Bridge | This railroad bridge appears to have some very old riveted repairs made to strengthen the bridge. The technical description of the main or most noteworthy span of the bridge is a 129 ft (39.32 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. | 29.708170 | -98.129010 | Railroad (Union Pacific) | Comal River | New Braunfels | Comal County, Texas | Texas | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 1901 | 0 | Phoenix Bridge Company of Phoenixville, Pennsylvania | 5 | 6 | 129 | 39.32 | 211 | 64.31 | 0 | 0 | https://historicbridges.org/texas/newbraunfelsrailroad2/little_newbraunfelsrailroad2_0610_small.jpg | https://historicbridges.org/texas/newbraunfelsrailroad2/little_newbraunfelsrailroad2_0610.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/newbraunfelsrailroad2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.708170,-98.129010 | ||||||||||||||
| 7500 | Bull Creek Bridge | This unique bridge is noted for having pony truss spans of three different sizes, all arranged symmetrically. The technical description of the main or most noteworthy span of the bridge is a 71 ft (21.64 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Austin Bridge Company of Dallas, Texas. | 31.471190 | -99.418008 | CR-220 | Bull Creek | Rural | Coleman County, Texas | Texas | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 8 | 3 | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 2 | 1924 | 0 | Austin Bridge Company of Dallas, Texas | 6 | 7 | 71 | 21.64 | 298 | 90.83 | 15 | 4.57 | https://historicbridges.org/texas/bullcreekbridge/little_bullcreekbridge_5479_small.jpg | https://historicbridges.org/texas/bullcreekbridge/little_bullcreekbridge_5479.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/bullcreekbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.471190,-99.418008 | ||||||||
| 7501 | Eliasville Bridge | This abandoned truss bridge was bypassed by a replacement bridge a very long time ago back in 1958. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by American Manufacturing Company of Fort Worth, Texas . | 32.976514 | -98.739554 | FM-701 (Abandoned Alignment) | Clear Fork Brazos River | Rural | Young County, Texas | Texas | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1928 | 0 | American Manufacturing Company of Fort Worth, Texas | 6 | 6 | 120 | 36.58 | 0 | 0 | 14 | 4.27 | https://historicbridges.org/texas/eliasvillebridge/little_eliasvillebridge_3442_small.jpg | https://historicbridges.org/texas/eliasvillebridge/little_eliasvillebridge_3442.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/eliasvillebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.976514,-98.739554 | ||||||||||||||
| 7502 | CR-444 Bridge | This bridge, bypassed and abandoned with approach spans removed, is noted for its two surviving pony truss spans, each of a different design. The technical description of the main or most noteworthy span of the bridge is a 101 ft (30.78 m) metal bolt-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 31.879370 | -99.278096 | CR-444 (Abandoned Alignment) | Jim Ned Creek | Rural | Coleman County, Texas | Texas | United States | Metal | Warren | Bolt-Connected | Pony | Truss | Fixed | 6 | 1 | Metal | Pratt | Rivet-Connected | Half-Hip Pony | Truss | Fixed | 5 | 5 | 1936 | 0 | Unknown | 6 | 6 | 101 | 30.78 | 246 | 74.98 | 15 | 4.57 | https://historicbridges.org/texas/jimnedcreekbridge/little_jimnedcreekbridge_5440_1_2r_small.jpg | https://historicbridges.org/texas/jimnedcreekbridge/little_jimnedcreekbridge_5440_1_2r.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/jimnedcreekbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.879370,-99.278096 | ||||||||
| 7503 | Burkett Bridge | Pecan Bayou Bridge | This state standard through truss also includes a series of t-beam approach spans. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by McCall-Moore Engineering Company of Waco, Texas. The bridge was primarily designed by Texas Highway Department. | 31.996191 | -99.229367 | CR-170 (Bayou Street) | Pecan Bayou | Burkett | Coleman County, Texas | Texas | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Concrete | T-Beam | Fixed | 0 | 22 | 1922 | 0 | McCall-Moore Engineering Company of Waco, Texas | Texas Highway Department | 6 | 6 | 150 | 45.72 | 755 | 230.12 | 17 | 5.18 | https://historicbridges.org/texas/pecanbayoubridge/little_pecanbayoubridge_5080_small.jpg | https://historicbridges.org/texas/pecanbayoubridge/little_pecanbayoubridge_5080.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/pecanbayoubridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.996191,-99.229367 | |||||||||
| 7504 | CR-412 Bridge | This classic pin-connected pony truss is somewhat uncommon in Texas. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 31.173709 | -99.227166 | CR-412 (Abandoned Alignment) | Onion Creek | Rural | McCulloch County, Texas | Texas | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 65 | 19.81 | 65 | 19.81 | 0 | 0 | https://historicbridges.org/texas/oldonioncreekbridge/little_oldonioncreekbridge_8802_small.jpg | https://historicbridges.org/texas/oldonioncreekbridge/little_oldonioncreekbridge_8802.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/oldonioncreekbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.173709,-99.227166 | ||||||||||||||
| 7505 | Harkeyville Railroad Bridge | This traditional railroad pin-connected through truss bridge sits next to US-190 allowing many people to view it. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 31.211589 | -98.799367 | Railroad (Central Texas and Colorado River Railway) | San Saba River | Rural | San Saba County, Texas | Texas | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 0 | 0 | 1911 | Unknown | 6 | 6 | 175 | 53.34 | 1015 | 309.37 | 0 | 0 | https://historicbridges.org/texas/harkeyvillerailroadbridge/little_harkeyvillerailroadbridge_8469_70_71vib_small.jpg | https://historicbridges.org/texas/harkeyvillerailroadbridge/little_harkeyvillerailroadbridge_8469_70_71vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/harkeyvillerailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.211589,-98.799367 | |||||||||||
| 7506 | Brady Bridge | Brady Creek Bridge | This outstanding representative example of a continuous steel stringer bridge in Texas is noted for its lack of alteration and association with Depression era relief funds. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal continuous stringer (multi-beam), fixed. The bridge was primarily designed by Texas Highway Department. | 31.137962 | -99.334880 | US-377 and US-190 (Bridge Street) | Brady Creek | Brady | McCulloch County, Texas | Texas | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | Continuous | 3 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 1939 | 0 | Texas Highway Department | 4 | 6 | 90 | 27.43 | 272 | 82.91 | 40 | 12.19 | https://historicbridges.org/texas/bradybridge/little_bradybridge_8880_small.jpg | https://historicbridges.org/texas/bradybridge/little_bradybridge_8880.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/bradybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.137962,-99.334880 | ||||||||||||
| 7507 | Walpole Antique Farm Machinery Association Bridge | Jarvis Bridge | This excellent example of a riveted Warren pony truss bridge was relocated from an unknown previous location to the grounds of the Walpole Antique Farm Machinery Association. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 42.880573 | -80.115198 | Private Drive | Drain | Jarvis | Haldimand County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 50 | 15.24 | 50 | 15.24 | 0 | 0 | https://historicbridges.org/ontario/jarvis/little_edblasinski-ponytrussbridge21_small.jpg | https://historicbridges.org/ontario/jarvis/little_edblasinski-ponytrussbridge21.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/jarvis/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.880573,-80.115198 | |||||||||||||
| 7508 | Muenster City Park Bridge | This riveted pony truss bridge was moved from an unknown previous location to this park setting The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal bolt-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 33.646739 | -97.381140 | Pedestrian Walkway | Brushy Elm Creek | Muenster | Cooke County, Texas | Texas | United States | Metal | Warren | Bolt-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 70 | 21.34 | 70 | 21.34 | 12 | 3.66 | https://historicbridges.org/texas/muenster/little_muenster_6724_small.jpg | https://historicbridges.org/texas/muenster/little_muenster_6724.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/muenster/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.646739,-97.381140 | ||||||||||||||
| 7509 | Fisher Run Road Bridge | Catawissa Creek Bridge | This notable pin-connected Parker truss bridge was lucky to receive a rehabilitation for continued vehicular use. The technical description of the main or most noteworthy span of the bridge is a 220.2 ft (67.12 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Nelson and Buchanan of Chambersburg, Pennsylvania. | 40.963292 | -76.372357 | Fisher Run Road (TR-468) | Catawissa Creek | Rural | Columbia County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 11 | 1 | 0 | 0 | 1903 | 2014 | Nelson and Buchanan of Chambersburg, Pennsylvania | 7 | 7 | 220.2 | 67.12 | 227 | 69.19 | 13.5 | 4.11 | https://historicbridges.org/pennsylvania/catawissacreekbridge/little_catawissacreekbridge_3262_small.jpg | https://historicbridges.org/pennsylvania/catawissacreekbridge/little_catawissacreekbridge_3262.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/catawissacreekbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.963292,-76.372357 | |||||||||||||
| 7510 | Little Mexico Bridge | This pin-connected through highway truss bridge is noted for its handsome railing and as a product of the notable Owego Bridge Company.. The technical description of the main or most noteworthy span of the bridge is a 126 ft (38.4 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Owego Bridge Company of Owego, New York. | 40.873633 | -76.942368 | Little Mexico Road (PA-1013) | Penns Creek | Rural | Snyder County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 2 | 0 | 0 | 1905 | 2007 | Owego Bridge Company of Owego, New York | 6 | 7 | 126 | 38.4 | 262 | 79.86 | 17.4 | 5.3 | https://historicbridges.org/pennsylvania/littlemexicobridge/little_littlemexicobridge_1237_8_9vr_small.jpg | https://historicbridges.org/pennsylvania/littlemexicobridge/little_littlemexicobridge_1237_8_9vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/littlemexicobridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.873633,-76.942368 | ||||||||||||||
| 7511 | Rattlesnake Road Bridge | This abandoned bridge retains the unique railing of the York Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 113 ft (34.44 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by York Bridge Company of York, Pennsylvania. | 40.743150 | -76.624132 | Rattlesnake Road (TR-480) | Mahanoy Creek | Rural | Northumberland County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1910 | 0 | York Bridge Company of York, Pennsylvania | 7 | 7 | 113 | 34.44 | 115 | 35.05 | 0 | 0 | https://historicbridges.org/pennsylvania/rattlesnakeroadbridge/little_rattlesnakeroadbridge_2755_small.jpg | https://historicbridges.org/pennsylvania/rattlesnakeroadbridge/little_rattlesnakeroadbridge_2755.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rattlesnakeroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.743150,-76.624132 | ||||||||||||||
| 7512 | Reed Road Bridge | This is a small example of a concrete closed spandrel arch bridge. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by C. F. Schwab. | 40.726194 | -82.743187 | Reed Road (TR-170) | Olentangy River | Rural | Crawford County, Ohio | Ohio | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1928 | 0 | C. F. Schwab | 5 | 5 | 30 | 9.14 | 30.8 | 9.39 | 16.7 | 5.09 | https://historicbridges.org/ohio/reedrd/little_rick-img_5616_small.jpg | https://historicbridges.org/ohio/reedrd/little_rick-img_5616.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/reedrd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.726194,-82.743187 | |||||||||||||||
| 7513 | Washington Street Bridge | The trusses of this rare Scherzer rolling lift highway bascule bridge was retained as a non-functional decorations when the bridge was replaced. The technical description of the main or most noteworthy span of the bridge is a 85 ft (25.91 m) metal rivet-connected Warren through truss, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Toledo Bridge and Crane Company of Toledo, Ohio. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. | 41.646664 | -83.536606 | Washington Street | Swan Creek | Toledo | Lucas County, Ohio | Ohio | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Single Leaf Bascule | Rolling Lift | 0 | 1 | 0 | 0 | 1920 | 2012 | Toledo Bridge and Crane Company of Toledo, Ohio | Scherzer Rolling Lift Bridge Company of Chicago, Illinois | 6 | 6 | 85 | 25.91 | 109 | 33.22 | 29 | 8.84 | https://historicbridges.org/ohio/washingtontoledo/little_rick-img_5635_small.jpg | https://historicbridges.org/ohio/washingtontoledo/little_rick-img_5635.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/washingtontoledo/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.646664,-83.536606 | ||||||||||||
| 7514 | South Saugeen River Railway Bridge | This heavy duty former Canadian Pacific Railway Walkerton Branch bridge now serves as part of a rail-trail. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 44.141457 | -81.039617 | Railroad (Hanover Community Rail-Trail) | South Saugeen River | Hanover | Grey County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/hanovertrail3/little_20200905_150203_small.jpg | https://historicbridges.org/ontario/hanovertrail3/little_20200905_150203.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/hanovertrail3/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.141457,-81.039617 | |||||||||||
| 7515 | Wellington Road 6 Bethel Creek Bridge | This riveted pony truss is noted for its 30-40 degree skew. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. | 43.949639 | -80.765667 | CR-6 (Wellington 6) | Bethel Creek | Minto and Wellington North | Wellington County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1953 | 0 | Hamilton Bridge Company of Hamilton, Ontario | 5 | 6 | 65 | 19.81 | 65 | 19.81 | 0 | 0 | https://historicbridges.org/ontario/wellingtonroad6bethel/little_20200918_150545_small.jpg | https://historicbridges.org/ontario/wellingtonroad6bethel/little_20200918_150545.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/wellingtonroad6bethel/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.949639,-80.765667 | ||||||||||||||
| 7516 | North Line Saugeen River Bridge | Bridge G-038 | This is a simple, but unaltered example of a concrete arch bridge, an uncommon bridge type in this region. The technical description of the main or most noteworthy span of the bridge is a 46 ft (14.02 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 44.207694 | -80.758083 | North Line | Saugeen River | West Grey (Glenelg) | Grey County, Ontario | Ontario | Canada | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1920 | 0 | Unknown | 6 | 6 | 46 | 14.02 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/northlinesaugeen/little_20200905_165858_small.jpg | https://historicbridges.org/ontario/northlinesaugeen/little_20200905_165858.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/northlinesaugeen/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.207694,-80.758083 | ||||||||||||||
| 7517 | Allan Park Camp Creek Bridge | This bridge has railing post designs that are found on earlier 1930s rigid-frame bridges in Ontario. The technical description of the main or most noteworthy span of the bridge is a concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 44.167056 | -80.932917 | CR-4 | Camp Creek | West Grey | Grey County, Ontario | Ontario | Canada | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1934 | 0 | Unknown | 5 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/allenparkcamp/little_20200905_155312_small.jpg | https://historicbridges.org/ontario/allenparkcamp/little_20200905_155312.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/allenparkcamp/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.167056,-80.932917 | |||||||||||||||||
| 7518 | Haw Creek Road Bridge | Bypassed and abandoned, this bridge includes both a through and a pony truss span. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 29.979678 | -96.656747 | Haw Creek Road (CR-182) | Cummins Creek | Rural | Fayette County, Texas | Texas | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | 4 | 2 | 0 | 0 | Unknown | 7 | 7 | 100 | 30.48 | 247 | 75.29 | 11.8 | 3.6 | https://historicbridges.org/texas/hawcreekroadbridge/little_hawcreekroadbridge_1451_2_3vib_small.jpg | https://historicbridges.org/texas/hawcreekroadbridge/little_hawcreekroadbridge_1451_2_3vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/hawcreekroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.979678,-96.656747 | |||||||||
| 7519 | Brewster Road Bridge | This small riveted Warren pony truss resting on deteriorating abutments is hidden back on a long-abandoned road. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 44.235399 | -79.197565 | Brewster Road | Pefferlaw Brook | Uxbridge Township | Durham Region, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/brewster/little_2808862142_35ff74199d_o_small.jpg | https://historicbridges.org/ontario/brewster/little_2808862142_35ff74199d_o.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/brewster/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.235399,-79.197565 | ||||||||||||||
| 7520 | Crane Lane Bridge | This multi-span pony truss bridge has been abandoned. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 29.923190 | -97.679304 | Crane Lane (CR-300, Old US-183) | Plum Creek | Rural | Caldwell County, Texas | Texas | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 10 | 2 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/texas/cranelane/little_cranelane_8210_1_2vib_small.jpg | https://historicbridges.org/texas/cranelane/little_cranelane_8210_1_2vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/cranelane/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.923190,-97.679304 | ||||||||||||||
| 7521 | CR-213 Bridge | This is a relatively simple example of a riveted polygonal Warren pony truss composed of rolled members. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. | 29.532580 | -96.899564 | CR-213 | Mixon Creek | Rural | Lavaca County, Texas | Texas | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1936 | 0 | Unknown | 5 | 5 | 80 | 24.38 | 82 | 24.99 | 12 | 3.66 | https://historicbridges.org/texas/mixoncreekbridge/little_mixoncreekbridge_0377_8_9r_small.jpg | https://historicbridges.org/texas/mixoncreekbridge/little_mixoncreekbridge_0377_8_9r.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/mixoncreekbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.532580,-96.899564 | ||||||||||||||
| 7522 | Coufal Road Bridge | This small pony truss has been bypassed and abandoned, and has steel bents added to support it. The technical description of the main or most noteworthy span of the bridge is a metal bolt-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 29.951026 | -96.647885 | Coufal Road | Cummins Creek Tributary | Rural | Fayette County, Texas | Texas | United States | Metal | Warren | Bolt-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/texas/coufalroadbridge/little_coufalroadbridge_1268_small.jpg | https://historicbridges.org/texas/coufalroadbridge/little_coufalroadbridge_1268.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/coufalroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.951026,-96.647885 | ||||||||||||||
| 7524 | La Grange Railroad Bridge | This multi-span railroad through truss bridge was built by the famous King Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 198 ft (60.35 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 29.905026 | -96.889797 | Railroad (Union Pacific) | Colorado River | La Grange | Fayette County, Texas | Texas | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 8 | 2 | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 5 | 0 | 1906 | 0 | King Bridge Company of Cleveland, Ohio | 7 | 7 | 198 | 60.35 | 841 | 256.34 | 0 | 0 | https://historicbridges.org/texas/lagrangerailroad/little_lagrangerailroad_1529_30_31vib_small.jpg | https://historicbridges.org/texas/lagrangerailroad/little_lagrangerailroad_1529_30_31vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/lagrangerailroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.905026,-96.889797 | ||||||||
| 7525 | New Braunfels Railroad Bridge | This is a multi-span plate girder of traditional design. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal deck girder, fixed. The bridge was primarily built by Unknown. | 29.698710 | -98.107619 | Railroad (Union Pacific) | Guadalupe River | New Braunfels | Comal County, Texas | Texas | United States | Metal | Deck | Girder | Fixed | 0 | 7 | 0 | 0 | 1925 | 0 | Unknown | 4 | 5 | 100 | 30.48 | 530 | 161.54 | 0 | 0 | https://historicbridges.org/texas/newbraunfelsrailroad1/little_newbraunfelsrailroad1_0127_8_9vib_small.jpg | https://historicbridges.org/texas/newbraunfelsrailroad1/little_newbraunfelsrailroad1_0127_8_9vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/newbraunfelsrailroad1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.698710,-98.107619 | ||||||||||||||||
| 7526 | Main Street Bridge | This impressive two-span concrete bowstring arch bridge has been preserved as a centerpiece of downtown Cambridge. The technical description of the main or most noteworthy span of the bridge is a 96.8 ft (29.5 m) concrete Rainbow through arch, fixed. The bridge was primarily built by W. H. Yates Construction Company of Hamilton, Ontario. The bridge was primarily designed by Archibald B. Crealock of Toronto, Ontario. | 43.358972 | -80.316011 | Main Street (RR-27) | Grand River | Cambridge | Waterloo Region, Ontario | Ontario | Canada | Concrete | Rainbow | Through | Arch | Fixed | 0 | 2 | 0 | 0 | 1953 | 0 | W. H. Yates Construction Company of Hamilton, Ontario | Archibald B. Crealock of Toronto, Ontario | 8 | 8 | 96.8 | 29.5 | 195.5 | 59.59 | 36 | 10.97 | https://historicbridges.org/ontario/cambridgemain/little_edblasinski-mainstbridge5_small.jpg | https://historicbridges.org/ontario/cambridgemain/little_edblasinski-mainstbridge5.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/cambridgemain/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.358972,-80.316011 | ||||||||||||||
| 7527 | Chesapeake and Delaware Canal Railroad Bridge | This large lift bridge is the only railroad bridge over this canal. The technical description of the main or most noteworthy span of the bridge is a 548 ft (167.03 m) metal bolt-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Ingalls Iron Works of Birmingham, Alabama. The bridge was primarily designed by Howard, Needles, Tammen and Bergendorff of Kansas City, Missouri. | 39.543330 | -75.703100 | Railroad (Delmarva Central Railroad) | Chesapeake and Delaware Canal (C&D Canal) | Summit Bridge | New Castle County, Delaware | Delaware | United States | Metal | Polygonal Warren | Bolt-Connected | Through | Truss | Fixed | 16 | 1 | 0 | 0 | 1965 | 0 | Ingalls Iron Works of Birmingham, Alabama | Howard, Needles, Tammen and Bergendorff of Kansas City, Missouri | 6 | 6 | 548 | 167.03 | 980 | 298.7 | 0 | 0 | https://historicbridges.org/delaware/canddcanalrailroadbridge/little_canddcanalrailroadbridge_1498_small.jpg | https://historicbridges.org/delaware/canddcanalrailroadbridge/little_canddcanalrailroadbridge_1498.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=delaware/canddcanalrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.543330,-75.703100 | |||||||||||||
| 7528 | St. Georges Bridge | This large through arch bridge is the oldest bridge over the Chesapeake and Delaware Canal in the state. The technical description of the main or most noteworthy span of the bridge is a 539.7 ft (164.5 m) metal tied Solid Ribbed through arch, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. The bridge was primarily designed by Parsons, Klapp, Brinckerhoff and Douglas of New York, New York. | 39.552712 | -75.651185 | US-13 (Dupont Parkway) | Chesapeake and Delaware Canal (C&D Canal) | St. Georges | New Castle County, Delaware | Delaware | United States | Metal | Solid Ribbed | Tied | Through | Arch | Fixed | 15 | 1 | Metal | Deck | Girder | Fixed | 0 | 41 | 1941 | 1991 | Phoenix Bridge Company of Phoenixville, Pennsylvania | Parsons, Klapp, Brinckerhoff and Douglas of New York, New York | 7 | 7 | 539.7 | 164.5 | 4209 | 1282.9 | 50 | 15.24 | https://historicbridges.org/delaware/stgeorgesbridge/little_stgeorgesbridge_1780_small.jpg | https://historicbridges.org/delaware/stgeorgesbridge/little_stgeorgesbridge_1780.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=delaware/stgeorgesbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.552712,-75.651185 | |||||||||
| 7529 | Summit Bridge | This large high level truss bridge is also noted for its fairly wide roadway width. The technical description of the main or most noteworthy span of the bridge is a 600 ft (182.88 m) metal bolt-connected Polygonal Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois). | 39.541386 | -75.738166 | DE-71 and DE-896 | Chesapeake and Delaware Canal (C&D Canal) | Summit Bridge | New Castle County, Delaware | Delaware | United States | Metal | Polygonal Warren | Bolt-Connected | Through | Truss | Fixed | 20 | 3 | Metal | Stringer (Multi-Beam) | Fixed | 0 | Cantilever | 6 | 1959 | 1987 | American Bridge Company of New York, New York | John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois) | 6 | 6 | 600 | 182.88 | 2058 | 627.28 | 58.4 | 17.8 | https://historicbridges.org/delaware/summitbridge/little_summitbridge_1453_small.jpg | https://historicbridges.org/delaware/summitbridge/little_summitbridge_1453.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=delaware/summitbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.541386,-75.738166 | |||||||||
| 7530 | Chesapeake City Bridge | This large historic arch bridge is the only bridge over the Chesapeake and Delaware Canal within Maryland. The technical description of the main or most noteworthy span of the bridge is a 540 ft (164.59 m) metal tied Solid Ribbed through arch, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Parsons, Brinckerhoff, Hogan, and Macdonald of New York, New York. | 39.529174 | -75.813890 | MD-213 | Chesapeake and Delaware Canal (C&D Canal) | Chesapeake City | Cecil County, Maryland | Maryland | United States | Metal | Solid Ribbed | Tied | Through | Arch | Fixed | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 32 | 1948 | 1978 | American Bridge Company of New York, New York | Parsons, Brinckerhoff, Hogan, and Macdonald of New York, New York | 7 | 7 | 540 | 164.59 | 3955 | 1205.48 | 24.6 | 7.5 | https://historicbridges.org/maryland/chesapeakecitybridge/little_chesapeakecitybridge_1077_small.jpg | https://historicbridges.org/maryland/chesapeakecitybridge/little_chesapeakecitybridge_1077.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/chesapeakecitybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.529174,-75.813890 | |||||||||
| 7531 | Croton Gorge Park Bridge | Sitting in the shadow of the beautiful New Croton Dam is this truly unique solid plate arch bridge, together forming a unique historic setting. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal hingeless deck arch, fixed. The bridge was primarily built by Unknown. | 41.226581 | -73.858153 | Croton Gorge Park Road | Croton River | Rural | Westchester County, New York | New York | United States | Metal | Hingeless | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 150 | 45.72 | 152 | 46.33 | 19.4 | 5.91 | https://historicbridges.org/newyork/crotondamandgorgeparkbridge/little_crotondamandgorgeparkbridge_9724_small.jpg | https://historicbridges.org/newyork/crotondamandgorgeparkbridge/little_crotondamandgorgeparkbridge_9724.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/crotondamandgorgeparkbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.226581,-73.858153 | |||||||||||||||
| 7532 | ! | Plum Brook Road Bridge | This bridge is noted for its unique portal bracing design and its handsome abutments. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 41.298884 | -73.695145 | Plum Brook Road | Muscoot Reservoir | Rural | Westchester County, New York | New York | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1904 | 1942 | American Bridge Company of New York, New York | 7 | 7 | 105 | 32 | 107 | 32.61 | 18.7 | 5.7 | https://historicbridges.org/newyork/plumbrookroadbridge/little_plumbrookroadbridge_6295_small.jpg | https://historicbridges.org/newyork/plumbrookroadbridge/little_plumbrookroadbridge_6295.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/plumbrookroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.298884,-73.695145 | |||||||||||||
| 7533 | Washington Park Bridge | Lake Bridge | This beautiful arched pedestrian bridge with beautiful ornamentation and riveted construction is a centerpiece for the park. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal hingeless combination (half-deck/through) arch, fixed. The bridge was primarily built by Unknown. | 42.657965 | -73.773724 | Pedestrian Walkway | Washington Park Lake | Albany | Albany County, New York | New York | United States | Metal | Hingeless | Combination (Half-Deck/Through) | Arch | Fixed | 0 | 1 | 0 | 0 | 1875 | 2015 | Unknown | 9 | 9 | 100 | 30.48 | 100 | 30.48 | 8 | 2.44 | https://historicbridges.org/newyork/lakebridge/little_lakebridge_6349_small.jpg | https://historicbridges.org/newyork/lakebridge/little_lakebridge_6349.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/lakebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.657965,-73.773724 | ||||||||||||||
| 7534 | Cheshire Bridge | This state line bridge consists of an attractive trio of rare Pennsylvania through truss spans, with relatively short span lengths for this truss configuration. The technical description of the main or most noteworthy span of the bridge is a 165 ft (50.29 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. | 43.260409 | -72.427186 | VT-11 and NH-11 | Connecticut River | Charlestown | Sullivan County, New Hampshire and Windsor County, Vermont | New Hampshire and Vermont | United States | Metal | Pennsylvania | Rivet-Connected | Through | Truss | Fixed | 10 | 3 | 0 | 0 | 1930 | 1992 | McClintic-Marshall Company of Pittsburgh, Pennsylvania | 6 | 7 | 165 | 50.29 | 500 | 152.4 | 21 | 6.4 | https://historicbridges.org/vermont/cheshirebridge/little_cheshirebridge_4594_small.jpg | https://historicbridges.org/vermont/cheshirebridge/little_cheshirebridge_4594.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=vermont/cheshirebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.260409,-72.427186 | ||||||||||||||
| 7535 | West Woodstock Bridge | This rare pin-connected Pennsylvania through truss bridge has been altered with the addition of a load-bearing arch. The technical description of the main or most noteworthy span of the bridge is a 173 ft (52.73 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. | 43.614287 | -72.542840 | Mill Road | Ottauquechee River | Woodstock | Windsor County, Vermont | Vermont | United States | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 12 | 1 | 0 | 0 | 1900 | 2002 | Groton Bridge Company of Groton, New York | 7 | 8 | 173 | 52.73 | 178 | 54.25 | 13.5 | 4.11 | https://historicbridges.org/vermont/westwoodstockbridge/little_westwoodstockbridge_3604_small.jpg | https://historicbridges.org/vermont/westwoodstockbridge/little_westwoodstockbridge_3604.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=vermont/westwoodstockbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.614287,-72.542840 | ||||||||||||||
| 7536 | Paddock Road Bridge | Gould's Mill Bridge | This bridge was originally built to carry a combination of highway and railroad traffic, and is noted for its heavy skew. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Boston Bridge Works of Boston, Massachusetts. | 43.271071 | -72.454024 | Paddock Road | Black River | Rural | Windsor County, Vermont | Vermont | United States | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1929 | 0 | Boston Bridge Works of Boston, Massachusetts | 6 | 6 | 160 | 48.77 | 164 | 49.99 | 22.6 | 6.89 | https://historicbridges.org/vermont/paddockroadbridge/little_paddockroadbridge_4870_1_2vr_small.jpg | https://historicbridges.org/vermont/paddockroadbridge/little_paddockroadbridge_4870_1_2vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=vermont/paddockroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.271071,-72.454024 | |||||||||||||
| 7537 | Lancaster Mennonite School Bridge | Iron Bridge | This bridge is an extremely rare surviving example of a bridge built by the notable Variety Iron Works. The technical description of the main or most noteworthy span of the bridge is a 117 ft (35.66 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Variety Iron Works of Cleveland, Ohio. | 40.025645 | -76.226153 | Mennonite School Road | Mill Creek | Lancaster | Lancaster County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1890 | 0 | Variety Iron Works of Cleveland, Ohio | 8 | 8 | 117 | 35.66 | 120 | 36.58 | 14 | 4.27 | https://historicbridges.org/pennsylvania/mennoniteschoolbridge/little_mennoniteschoolbridge_3064_5_6vr_small.jpg | https://historicbridges.org/pennsylvania/mennoniteschoolbridge/little_mennoniteschoolbridge_3064_5_6vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/mennoniteschoolbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.025645,-76.226153 | |||||||||||||
| 7538 | Long Hollow Road Bridge | Located in a very rural location on a dead-end road is this beautiful truss bridge with handsome railing. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 40.934606 | -76.305432 | Long Hollow Road (TR-367) | Catawissa Creek | Rural | Columbia County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1905 | 0 | Unknown | 7 | 7 | 140 | 42.67 | 144 | 43.89 | 13 | 3.96 | https://historicbridges.org/pennsylvania/longhollowroad/little_longhollowroad_2995_small.jpg | https://historicbridges.org/pennsylvania/longhollowroad/little_longhollowroad_2995.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/longhollowroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.934606,-76.305432 | ||||||||||||||
| 7539 | Happy Valley Road Bridge | This classic King Bridge Company Pratt truss has been altered with the addition of a load-bearing arch. The technical description of the main or most noteworthy span of the bridge is a 73 ft (22.25 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 40.858106 | -76.500101 | Happy Valley Road (TR-802) | South Branch Roaring Creek | Rural | Northumberland County, Pennsylvania and Columbia County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 1887 | 1983 | King Bridge Company of Cleveland, Ohio | 7 | 7 | 73 | 22.25 | 76 | 23.16 | 14.8 | 4.51 | https://historicbridges.org/pennsylvania/happyvalleyroadbridge/little_happyvalleyroadbridge_2884_small.jpg | https://historicbridges.org/pennsylvania/happyvalleyroadbridge/little_happyvalleyroadbridge_2884.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/happyvalleyroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.858106,-76.500101 | ||||||||||||||
| 7540 | Millville Road Bridge | This bridge is a rare surviving example of an earlier state standard through truss bridge in Pennsylvania. The technical description of the main or most noteworthy span of the bridge is a 154 ft (46.94 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by Pennsylvania State Highway Department. | 41.022215 | -76.473658 | Millville Road (PA-4009) | Fishing Creek | Bloomsburg | Columbia County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1930 | 0 | Bethlehem Steel Company of Bethlehem, Pennsylvania | Pennsylvania State Highway Department | 6 | 6 | 154 | 46.94 | 159 | 48.46 | 21.7 | 6.61 | https://historicbridges.org/pennsylvania/fishingcreekpa4009bridge/little_fishingcreekpa4009bridge_3550_small.jpg | https://historicbridges.org/pennsylvania/fishingcreekpa4009bridge/little_fishingcreekpa4009bridge_3550.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/fishingcreekpa4009bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.022215,-76.473658 | |||||||||||||
| 7541 | Zanesville Railroad Bridge | This rare Strauss bascule bridge is separated from a number of through truss approach spans by a short section of land. The technical description of the main or most noteworthy span of the bridge is a 85 ft (25.91 m) metal through girder, movable: single leaf bascule, Strauss Trunnion. The bridge was primarily built by Unknown. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. | 39.940984 | -82.012861 | Railroad (Ohio Central Railroad) | Muskingum River, Muskingum River Canal, and Linden Avenue | Zanesville | Muskingum County, Ohio | Ohio | United States | Metal | Through | Girder | Movable: Single Leaf Bascule | Strauss Trunnion | 0 | 1 | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 5 | 1913 | 0 | Unknown | Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois | 8 | 8 | 85 | 25.91 | 756 | 230.43 | 0 | 0 | https://historicbridges.org/ohio/zanesvillerailroadbridge1/little_zanesvillerailroadbridge1_6166_small.jpg | https://historicbridges.org/ohio/zanesvillerailroadbridge1/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/zanesvillerailroadbridge1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.940984,-82.012861 | ||||||||
| 7543 | Zanesville Railroad Bridge 2 | This multi-span bridge features through truss spans over the river and a deck plate girder swing bridge over the canal. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal deck girder, movable: swing, Center Pier. The bridge was primarily built by Unknown. | 39.938436 | -82.010516 | Railroad (Ohio Central Railroad) | Muskingum River and Muskingum River Canal | Zanesville | Muskingum County, Ohio | Ohio | United States | Metal | Deck | Girder | Movable: Swing | Center Pier | 0 | 1 | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 5 | 0 | 0 | Unknown | 6 | 7 | 120 | 36.58 | 780 | 237.74 | 0 | 0 | https://historicbridges.org/ohio/zanesvillerailroadbridge2/little_zanesvillerailroadbridge2_6481_2_3vib_small.jpg | https://historicbridges.org/ohio/zanesvillerailroadbridge2/little_zanesvillerailroadbridge2_6481_2_3vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/zanesvillerailroadbridge2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.938436,-82.010516 | |||||||||
| 7544 | Licking River Railroad Bridge | This is one of several through truss railroad bridges in Zanesville. The technical description of the main or most noteworthy span of the bridge is a 115 ft (35.05 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 39.947019 | -82.023811 | Railroad (Ohio Central Railroad) | Licking River | Zanesville | Muskingum County, Ohio | Ohio | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 2 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 115 | 35.05 | 233 | 71.02 | 0 | 0 | https://historicbridges.org/ohio/zanesvillerailroadbridge3/little_zanesvillerailroadbridge3_6679_80_81vr_small.jpg | https://historicbridges.org/ohio/zanesvillerailroadbridge3/little_zanesvillerailroadbridge3_6679_80_81vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/zanesvillerailroadbridge3/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.947019,-82.023811 | ||||||||||||||
| 7545 | Cassell "S" Bridge | Peters Creek Bridge | This small "S" stone arch bridge has been bypassed and preserved in place for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 28 ft (8.53 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 40.010380 | -81.657433 | Historic National Road | Peters Creek | Rural | Guernsey County, Ohio | Ohio | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1828 | 0 | Unknown | 8 | 8 | 28 | 8.53 | 130 | 39.62 | 0 | 0 | https://historicbridges.org/ohio/peterscreeksbridge/little_peterscreeksbridge_5272_3_4vr_small.jpg | https://historicbridges.org/ohio/peterscreeksbridge/little_peterscreeksbridge_5272_3_4vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/peterscreeksbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.010380,-81.657433 | ||||||||||||||
| 7546 | Salt Fork "S" Bridge | Reinhart Road Bridge | This impressive stone arch "S" bridge has been closed to traffic but remains open to pedestrians and is a National Historic Landmark. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 40.045220 | -81.373972 | Rhinehart Road (TR-75) (Historic National Road) | Salt Fork | Rural | Guernsey County, Ohio | Ohio | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1828 | 0 | Unknown | 9 | 9 | 40 | 12.19 | 55 | 16.76 | 26 | 7.92 | https://historicbridges.org/ohio/saltforksbridge/little_saltforksbridge_8524_small.jpg | https://historicbridges.org/ohio/saltforksbridge/little_saltforksbridge_8524.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/saltforksbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.045220,-81.373972 | ||||||||||||||
| 7547 | Fox Run "S" Bridge | New Concord Bridge | This historic National Road "S" bridge stands out as particularly well preserved and the site retains some of the approaching brick roadway as well. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Benjamin Latrobe. | 39.992906 | -81.746234 | Historic National Road | Fox Run | New Concord | Muskingum County, Ohio | Ohio | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1828 | 0 | Unknown | Benjamin Latrobe | 8 | 8 | 0 | 0 | 140 | 42.67 | 0 | 0 | https://historicbridges.org/ohio/foxcreeksbridge/little_foxcreeksbridge_5548_small.jpg | https://historicbridges.org/ohio/foxcreeksbridge/little_foxcreeksbridge_5548.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/foxcreeksbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.992906,-81.746234 | |||||||||||||
| 7548 | First Street Bridge | This is the older and more significant of two very similar Strauss overhead counterweight bascule bridges at this location. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal through girder, movable: single leaf bascule, Strauss Trunnion. The bridge was primarily built by Boston Bridge Works of Boston, Massachusetts. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. | 42.362482 | -71.078842 | First Street (Edwin H. Land Boulevard Southbound) | Broad Canal | Cambridge | Middlesex County, Massachusetts | Massachusetts | United States | Metal | Through | Girder | Movable: Single Leaf Bascule | Strauss Trunnion | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1924 | 2000 | Boston Bridge Works of Boston, Massachusetts | Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois | 7 | 7 | 40 | 12.19 | 120 | 36.58 | 33 | 10.06 | https://historicbridges.org/massachusetts/edwinhlandfirststreetbridge/little_edwinhlandfirststreetbridge_3073_small.jpg | https://historicbridges.org/massachusetts/edwinhlandfirststreetbridge/little_edwinhlandfirststreetbridge_3073.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/edwinhlandfirststreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.362482,-71.078842 | |||||||||||
| 7549 | Edwin H. Land Boulevard Bridge | Cambridge Parkway Bridge | This is the newer and less significant of two very similar Strauss overhead counterweight bascule bridges at this location. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal through girder, movable: single leaf bascule, Strauss Trunnion. The bridge was primarily built by Unknown. | 42.362424 | -71.078369 | Edwin H. Land Boulevard Northbound | Broad Canal | Cambridge | Middlesex County, Massachusetts | Massachusetts | United States | Metal | Through | Girder | Movable: Single Leaf Bascule | Strauss Trunnion | 0 | 1 | Pre-Stressed Concrete | Stringer (Multi-Beam) | Fixed | 0 | 3 | 1956 | 0 | Unknown | 6 | 6 | 60 | 18.29 | 175 | 53.34 | 32.2 | 9.81 | https://historicbridges.org/massachusetts/edwinhlandblvdbridge/little_edwinhlandblvdbridge_2674_small.jpg | https://historicbridges.org/massachusetts/edwinhlandblvdbridge/little_edwinhlandblvdbridge_2674.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/edwinhlandblvdbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.362424,-71.078369 | |||||||||||
| 7550 | Lechmere Viaduct | East Cambridge Viaduct | This large bridge has a rare and early Strauss trunnion bascule span, and equally significant ribbed concrete arch approach spans. The technical description of the main or most noteworthy span of the bridge is a 129 ft (39.32 m) metal Variable Depth deck girder, movable: single leaf bascule, Strauss Trunnion. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania and Holbrook, Cabot and Rollins of Boston, Massachusetts. | 42.367354 | -71.068952 | Railroad (MBTA Green Line) | Charles River and Various Roads | Cambridge and Boston | Middlesex County, Massachusetts and Suffolk County, Massachusetts | Massachusetts | United States | Metal | Variable Depth | Deck | Girder | Movable: Single Leaf Bascule | Strauss Trunnion | 0 | 1 | Concrete | Closed Spandrel (Ribbed) | Deck | Arch | Fixed | 0 | 11 | 1910 | 2020 | Pennsylvania Steel Company of Steelton, Pennsylvania and Holbrook, Cabot and Rollins of Boston, Massachusetts | 7 | 8 | 129 | 39.32 | 1700 | 518.16 | 0 | 0 | https://historicbridges.org/massachusetts/lechmereviaduct/little_lechmereviaduct_1741_2_3vib_small.jpg | https://historicbridges.org/massachusetts/lechmereviaduct/little_lechmereviaduct_1741_2_3vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/lechmereviaduct/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.367354,-71.068952 | ||||||||
| 7551 | Echo Bridge | This large stone arch bridge aqueduct was an impressive engineering feat for its time, and it has been beautifully preserved for use as a pedestrian crossing as well. The technical description of the main or most noteworthy span of the bridge is a 127.2 ft (38.77 m) stone Segmental deck arch, fixed. The bridge was primarily built by George W. Phelps of Springfield, Massachusetts. The bridge was primarily designed by Alphonse Fteley. | 42.314819 | -71.226994 | Sudbury River Aqueduct and Pedestrian Walkway | Charles River and Ellis Street | Newton | Middlesex County, Massachusetts and Norfolk County, Massachusetts | Massachusetts | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | Stone | Semicircular | Deck | Arch | Fixed | 0 | 6 | 1877 | 0 | George W. Phelps of Springfield, Massachusetts | Alphonse Fteley | 8 | 9 | 127.2 | 38.77 | 475 | 144.78 | 0 | 0 | https://historicbridges.org/massachusetts/echobridge/little_echobridge_0243_4_5vr_small.jpg | https://historicbridges.org/massachusetts/echobridge/little_echobridge_0243_4_5vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/echobridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.314819,-71.226994 | |||||||||
| 7552 | Grand Junction Bridge | This railroad plate girder bridge is positioned such that it passes under a highway bridge as it crosses the river. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 42.352696 | -71.110240 | Railroad (MBTA) | Charles River | Boston and Cambridge | Suffolk County, Massachusetts and Middlesex County, Massachusetts | Massachusetts | United States | Metal | Through | Girder | Fixed | 0 | 6 | 0 | 0 | 1928 | 0 | Unknown | 4 | 5 | 80 | 24.38 | 462 | 140.82 | 0 | 0 | https://historicbridges.org/massachusetts/grandjunctionbridge/little_grandjunctionbridge_3328_small.jpg | https://historicbridges.org/massachusetts/grandjunctionbridge/little_grandjunctionbridge_3328.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/grandjunctionbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.352696,-71.110240 | ||||||||||||||||
| 7553 | ! | Deans Bridge | This pin-connected through truss is hidden away and abandoned, the road it served severed by I-684. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 41.336895 | -73.658766 | Deans Bridge Road | Muscoot Reservoir (Croton River) | Rural | Westchester County, New York | New York | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1904 | 1954 | Unknown | 7 | 7 | 125 | 38.1 | 129 | 39.32 | 18.7 | 5.7 | https://historicbridges.org/newyork/deansbridgeroad/little_deansbridgeroad_6115_6_7vr_small.jpg | https://historicbridges.org/newyork/deansbridgeroad/little_deansbridgeroad_6115_6_7vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/deansbridgeroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.336895,-73.658766 | |||||||||||||
| 7554 | Quaker Bridge | This bridge is noteworthy as a product of Dean and Westbrook, however it has been the victim of some very low quality repairs. The technical description of the main or most noteworthy span of the bridge is a 97.8 ft (29.81 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Dean and Westbrook of New York, New York. | 41.211977 | -73.869108 | Quaker Bridge Road | Croton River | Cortlandt | Westchester County, New York | New York | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1894 | 1994 | Dean and Westbrook of New York, New York | 7 | 7 | 97.8 | 29.81 | 101 | 30.78 | 15.4 | 4.69 | https://historicbridges.org/newyork/quakerbridgeroadbridge/little_quakerbridgeroadbridge_9880_small.jpg | https://historicbridges.org/newyork/quakerbridgeroadbridge/little_quakerbridgeroadbridge_9880.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/quakerbridgeroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.211977,-73.869108 | ||||||||||||||
| 7555 | ! | Newark Bay Bridge | Vincent R. Casciano Memorial Bridge, Turnpike Extension Bridge | This large high level bridge is adds interest to this extension of the New Jersey Turnpike, which connects to Bayonne. The technical description of the main or most noteworthy span of the bridge is a 671 ft (204.52 m) metal continuous rivet-connected Braced Ribbed through arch, fixed. The bridge was primarily built by Unknown. | 40.696362 | -74.121517 | New Jersey Turnpike Extension (I-78) | Newark Bay | Newark and Bayonne | Essex County, New Jersey and Hudson County, New Jersey | New Jersey | United States | Metal | Braced Ribbed | Rivet-Connected | Through | Arch | Fixed | 18 | Continuous | 3 | Metal | Deck | Girder | Fixed | 0 | 30 | 1955 | 0 | Unknown | 6 | 7 | 671 | 204.52 | 6170 | 1880.62 | 77 | 23.47 | https://historicbridges.org/newjersey/newarkbaybridge/little_newarkbaybridge_0181_small.jpg | https://historicbridges.org/newjersey/newarkbaybridge/little_newarkbaybridge_0181.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/newarkbaybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.696362,-74.121517 | |||||||
| 7556 | Upper Hackensack Lift Bridge | This mid 20th century bridge is located in a difficult to access combination of swampland and industrial development. The technical description of the main or most noteworthy span of the bridge is a 220 ft (67.06 m) metal rivet-connected Polygonal Warren through truss, movable: vertical lift, Span Drive. The bridge was primarily built by Unknown. | 40.778056 | -74.089918 | Railroad (New Jersey Transit) | Hackensack River | Lyndhurst and Secaucus | Hudson County, New Jersey and Bergen County, New Jersey | New Jersey | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Movable: Vertical Lift | Span Drive | 8 | 1 | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 0 | 1959 | 0 | Unknown | 6 | 6 | 220 | 67.06 | 723 | 220.37 | 0 | 0 | https://historicbridges.org/newjersey/upperhackensackliftbridge/little_upperhackensackliftbridge_1915_small.jpg | https://historicbridges.org/newjersey/upperhackensackliftbridge/little_upperhackensackliftbridge_1915.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/upperhackensackliftbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.778056,-74.089918 | |||||||
| 7557 | Herndon Bypass Road Bridge | This is a small through truss example of a state standard through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 153 ft (46.63 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. | 40.731845 | -76.794075 | PA-3006 (Herndon Bypass Road) | Mahanoy Creek | Rural | Northumberland County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1940 | 2001 | Unknown | Pennsylvania State Highway Department | 5 | 5 | 153 | 46.63 | 158 | 48.16 | 24 | 7.32 | https://historicbridges.org/pennsylvania/mahanoycreekpa3006/little_mahanoycreekpa3006_2101_small.jpg | https://historicbridges.org/pennsylvania/mahanoycreekpa3006/little_mahanoycreekpa3006_2101.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/mahanoycreekpa3006/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.731845,-76.794075 | |||||||||||||
| 7558 | PA-61 Shamokin Creek Bridge | An otherwise mundane urban road is made interesting by this state standard through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 154 ft (46.94 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. | 40.859188 | -76.775595 | PA-61 (Market Street) | Shamokin Creek | Sunbury | Northumberland County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1932 | 2013 | Unknown | Pennsylvania State Highway Department | 5 | 6 | 154 | 46.94 | 158 | 48.16 | 33 | 10.06 | https://historicbridges.org/pennsylvania/shamokincreekpa61/little_shamokincreekpa61_1726_small.jpg | https://historicbridges.org/pennsylvania/shamokincreekpa61/little_shamokincreekpa61_1726.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/shamokincreekpa61/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.859188,-76.775595 | |||||||||||||
| 7559 | Zaner Truss Bridge | This state standard pony truss is noted as a rare example that still retains its original lattice railings. The technical description of the main or most noteworthy span of the bridge is a 118 ft (35.97 m) metal rivet-connected Parker pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. | 41.129626 | -76.360193 | Zaner Bridge Road (PA-1022) | Fishing Creek | Rural | Columbia County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Rivet-Connected | Pony | Truss | Fixed | 8 | 1 | 0 | 0 | 1947 | 0 | Unknown | Pennsylvania State Highway Department | 5 | 7 | 118 | 35.97 | 121 | 36.88 | 23.3 | 7.1 | https://historicbridges.org/pennsylvania/zanerbridgetruss/little_zanerbridgetruss_4645_small.jpg | https://historicbridges.org/pennsylvania/zanerbridgetruss/little_zanerbridgetruss_4645.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/zanerbridgetruss/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.129626,-76.360193 | |||||||||||||
| 7560 | Zaner Plate Girder Bridge | This state standard through plate girder is deteriorated, but noted for a lack of alteration. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. | 41.130258 | -76.358763 | Zaner Bridge Road (PA-1022) | Fishing Creek Old Channel | Rural | Columbia County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1947 | 0 | Unknown | Pennsylvania State Highway Department | 4 | 6 | 80 | 24.38 | 86 | 26.21 | 23 | 7.01 | https://historicbridges.org/pennsylvania/zanerbridgegirder/little_zanerbridgegirder_4483_4_5vib_small.jpg | https://historicbridges.org/pennsylvania/zanerbridgegirder/little_zanerbridgegirder_4483_4_5vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/zanerbridgegirder/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.130258,-76.358763 | |||||||||||||||
| 7561 | Rohrsburg Road Bridge | This is a graceful state standard through truss on a state highway. The technical description of the main or most noteworthy span of the bridge is a 113 ft (34.44 m) metal rivet-connected Parker pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. | 41.177157 | -76.386927 | Rohrsburg Road (PA-254) | Fishing Creek | Rural | Columbia County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Rivet-Connected | Pony | Truss | Fixed | 9 | 1 | 0 | 0 | 1923 | 2001 | Unknown | Pennsylvania State Highway Department | 5 | 5 | 113 | 34.44 | 118 | 35.97 | 24.3 | 7.41 | https://historicbridges.org/pennsylvania/pa254bridge/little_pa254bridge_3790_small.jpg | https://historicbridges.org/pennsylvania/pa254bridge/little_pa254bridge_3790.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pa254bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.177157,-76.386927 | |||||||||||||
| 7562 | Stillwater Bridge | This state standard pony truss is noted for its multi-span configuration and skew. The technical description of the main or most noteworthy span of the bridge is a 108 ft (32.92 m) metal rivet-connected Parker pony truss, fixed. The bridge was primarily built by Anthracite Bridge Company. The bridge was primarily designed by Pennsylvania State Highway Department. | 41.152661 | -76.368574 | PA-487 | Fishing Creek | Rural | Columbia County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Rivet-Connected | Pony | Truss | Fixed | 9 | 2 | 0 | 0 | 1930 | 1976 | Anthracite Bridge Company | Pennsylvania State Highway Department | 6 | 6 | 108 | 32.92 | 222 | 67.67 | 29 | 8.84 | https://historicbridges.org/pennsylvania/stillwater/little_stillwater_4288_89_90vr_small.jpg | https://historicbridges.org/pennsylvania/stillwater/little_stillwater_4288_89_90vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/stillwater/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.152661,-76.368574 | |||||||||||||
| 7563 | Bridge Street Bridge | Piermont Bridge | This is the oldest known surviving bascule bridge in the United States and the only known example in the country of a simple archaic draw bridge design. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) metal rivet-connected Double-Intersection Warren pony truss, movable: single leaf bascule. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 41.037472 | -73.915973 | Bridge Street | Sparkill Creek | Piermont | Rockland County, New York | New York | United States | Metal | Double-Intersection Warren | Rivet-Connected | Pony | Truss | Movable: Single Leaf Bascule | 4 | 1 | Metal | Double-Intersection Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 1880 | 0 | King Bridge Company of Cleveland, Ohio | 10 | 10 | 24 | 7.32 | 46 | 14.02 | 16.7 | 5.09 | https://historicbridges.org/newyork/piermont/little_piermont_9385_6_7vr_small.jpg | https://historicbridges.org/newyork/piermont/little_piermont_9385_6_7vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/piermont/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.037472,-73.915973 | |||||||
| 7564 | Bridge Street Bridge | With ornate portal bracing, this is an extremely early surviving example of a Whipple truss bridge. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by New York Bridge Company of New York, New York. | 41.511930 | -73.949183 | Bridge Street | Fishkill Creek | Beacon | Dutchess County, New York | New York | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1879 | 0 | New York Bridge Company of New York, New York | 9 | 10 | 105 | 32 | 105 | 32 | 14.5 | 4.42 | https://historicbridges.org/newyork/bridgestreetbeacon/little_bridgestreetbeacon_7588_89_90vib_small.jpg | https://historicbridges.org/newyork/bridgestreetbeacon/little_bridgestreetbeacon_7588_89_90vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/bridgestreetbeacon/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.511930,-73.949183 | ||||||||||||||
| 7565 | McKinley Street Bridge | Market Street Industrial Park Bridge | This bridge has the appearance of a fairly old pin-connected truss bridge that may have a complicated history. The technical description of the main or most noteworthy span of the bridge is a 96 ft (29.26 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 41.598611 | -73.922957 | McKinley Street | Wappinger Creek | Wappingers Falls | Dutchess County, New York | New York | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1887 | 0 | Unknown | 7 | 7 | 96 | 29.26 | 96 | 29.26 | 14 | 4.27 | https://historicbridges.org/newyork/mckinleystreetbridge/little_mckinleystreetbridge_7579_80_81vib_small.jpg | https://historicbridges.org/newyork/mckinleystreetbridge/little_mckinleystreetbridge_7579_80_81vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/mckinleystreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.598611,-73.922957 | |||||||||||||
| 7566 | Wilbur Bridge | Rondout Bridge | This impressive high level railroad bridge with a variety of span types is a unique landmark for the area. The technical description of the main or most noteworthy span of the bridge is a 270 ft (82.3 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 41.910910 | -73.999456 | Railroad (CSX) | Rondout Creek | Kingston | Ulster County, New York | New York | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 9 | 1 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 6 | 0 | 1903 | 0 | American Bridge Company of New York, New York | 7 | 8 | 270 | 82.3 | 1227 | 373.99 | 0 | 0 | https://historicbridges.org/newyork/wilburbridge/little_wilburbridge_3252_3_4vib_small.jpg | https://historicbridges.org/newyork/wilburbridge/little_wilburbridge_3252_3_4vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/wilburbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.910910,-73.999456 | |||||||
| 7567 | Buffalo Creek Retreat Bridge | Hubbard Valley Park Bridge | This heavy duty through truss was moved and preserved and is a rare example of a highway Baltimore truss in Ohio. The technical description of the main or most noteworthy span of the bridge is a 151 ft (46.02 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Unknown. | 41.034935 | -81.852597 | Pedestrian Walkway | Hubbard Creek | Rural | Medina County, Ohio | Ohio | United States | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 14 | 1 | 0 | 0 | 1927 | 2004 | Unknown | 6 | 7 | 151 | 46.02 | 151 | 46.02 | 24 | 7.32 | https://historicbridges.org/ohio/buffalocreekretreat/little_buffalocreekretreat_2821_small.jpg | https://historicbridges.org/ohio/buffalocreekretreat/little_buffalocreekretreat_2821.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/buffalocreekretreat/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.034935,-81.852597 | |||||||||||||
| 7568 | Victory Parkway Bridge | This concrete deck arch bridge has a very ornate appearance. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by City of Cincinnati, J. Robert Biedinger City Engineer. | 39.119623 | -84.487113 | Victory Parkway (Eden Park Drive) | Kemper Lane | Cincinnati | Hamilton County, Ohio | Ohio | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 1 | Concrete | T-Beam | Fixed | 0 | 8 | 1917 | 1939 | Unknown | City of Cincinnati, J. Robert Biedinger City Engineer | 7 | 7 | 180 | 54.86 | 362 | 110.34 | 40 | 12.19 | https://historicbridges.org/ohio/victoryparkwaybridge/little_img_20190922_115519_small.jpg | https://historicbridges.org/ohio/victoryparkwaybridge/little_img_20190922_115519.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/victoryparkwaybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.119623,-84.487113 | |||||||||||
| 7569 | Market Street Bridge | This attractive stone arch bridge is located in the heart of Canal Fulton. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) stone and brick Elliptical deck arch, fixed. The bridge was primarily built by T. H. Watson Construction. | 40.889647 | -81.599770 | Market Street | Tuscarawas River | Canal Fulton | Stark County, Ohio | Ohio | United States | Stone and Brick | Elliptical | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1900 | 2001 | T. H. Watson Construction | 6 | 7 | 45 | 13.72 | 126 | 38.4 | 25.6 | 7.8 | https://historicbridges.org/ohio/canalfultonmarketstreet/little_canalfultonmarketstreet_3349_small.jpg | https://historicbridges.org/ohio/canalfultonmarketstreet/little_canalfultonmarketstreet_3349.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/canalfultonmarketstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.889647,-81.599770 | |||||||||||||||
| 7570 | Carpenters Bluff Bridge | Originally a combined highway and railroad bridge, this large multi-span truss bridge is today preserved for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 196 ft (59.74 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 33.756124 | -96.410992 | Pedestrian Walkway (Old Carpenters Bluff Road Alignment, Former Missouri, Oklahoma and Gulf Railroad) | Red River | Rural | Bryan County, Oklahoma and Grayson County, Texas | Oklahoma and Texas | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 5 | Metal | Deck | Girder | Fixed | 0 | 2 | 1910 | 1981 | Unknown | 7 | 8 | 196 | 59.74 | 1118 | 340.77 | 11.5 | 3.51 | https://historicbridges.org/texas/carpentersbluffbridge/little_carpentersbluffbridge_5188_small.jpg | https://historicbridges.org/texas/carpentersbluffbridge/little_carpentersbluffbridge_5188.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/carpentersbluffbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.756124,-96.410992 | ||||||||||
| 7572 | Mansfield Bridge | Dravosburg Bridge | This is an outstanding, unaltered example of a mid 20th century cantilever truss bridge. The technical description of the main or most noteworthy span of the bridge is a 500 ft (152.4 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Allegheny County Department of Public Works. | 40.345302 | -79.885781 | Richland Avenue | Monongahela River and Various Roads and Railroads | Dravosburg and McKeesport | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 20 | Cantilever | 3 | Metal | Deck | Girder | Fixed | 0 | 10 | 1951 | 2015 | American Bridge Company of New York, New York | Allegheny County Department of Public Works | 6 | 7 | 500 | 152.4 | 1934 | 589.48 | 48 | 14.63 | https://historicbridges.org/pennsylvania/mansfieldbridge/little_mansfieldbridge_3994_small.jpg | https://historicbridges.org/pennsylvania/mansfieldbridge/little_mansfieldbridge_3994.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/mansfieldbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.345302,-79.885781 | |||||||
| 7573 | Eastvale Bridge | John F. Kennedy Memorial Bridge | This is a relatively late example of a continuous through truss bridge of small to medium size. The technical description of the main or most noteworthy span of the bridge is a 360 ft (109.73 m) metal bolt-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 40.766349 | -80.317226 | 4th Street (PA-588) | Beaver River and Railroad | Eastvale and Beaver Falls | Beaver County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Bolt-Connected | Through | Truss | Fixed | 12 | 3 | 0 | 0 | 1961 | 1994 | Unknown | 6 | 6 | 360 | 109.73 | 840 | 256.03 | 51.8 | 15.79 | https://historicbridges.org/pennsylvania/eastvalebridge/little_eastvalebridge_5641_2_3vib_small.jpg | https://historicbridges.org/pennsylvania/eastvalebridge/little_eastvalebridge_5641_2_3vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/eastvalebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.766349,-80.317226 | |||||||||||||
| 7574 | ! | Hilliardton Bridge | This bridge is noted for its impressive main span and combination of through and pony truss spans. The technical description of the main or most noteworthy span of the bridge is a 211 ft (64.31 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by Canadian Bridge Company of Walkerville, Ontario. | 47.728186 | -79.696112 | ON-569 | Blanche River | Hilliard | Timiskaming District, Ontario | Ontario | Canada | Metal | Pennsylvania | Rivet-Connected | Through | Truss | Fixed | 14 | 1 | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 3 | 2 | 1923 | 1992 | Canadian Bridge Company of Walkerville, Ontario | 8 | 8 | 211 | 64.31 | 303 | 92.35 | 0 | 0 | https://historicbridges.org/ontario/highway569hilliardtonbridge/little_20200927_161609_small.jpg | https://historicbridges.org/ontario/highway569hilliardtonbridge/little_20200927_161609.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/highway569hilliardtonbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.728186,-79.696112 | |||||||
| 7575 | Greenwood Bridge | This bridge is noted for its combination of through and pony truss spans. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by Unknown. | 47.667723 | -79.629180 | Greenwood Bridge Road | Blanche River | Casey and Brethour | Timiskaming District, Ontario | Ontario | Canada | Metal | Pennsylvania | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 2 | 0 | 0 | Unknown | 8 | 8 | 200 | 60.96 | 310 | 94.49 | 0 | 0 | https://historicbridges.org/ontario/greenwoodbridge/little_20200927_152920_small.jpg | https://historicbridges.org/ontario/greenwoodbridge/little_20200927_152920.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/greenwoodbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.667723,-79.629180 | ||||||||
| 7576 | Mattawa Railway Bridge (Pont Ferroviaire de Mattawa) | This is one of only a few examples in Canada of a very rare European style truss bridge with arched overhead bracing. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 46.324511 | -78.704759 | Railroad (Canadian Pacific) | Ottawa River | Mattawa | Nipissing District, Ontario and Abitibi-Témiscamingue, Québec | Ontario and Québec | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 8 | 3 | Metal | Through | Girder | Fixed | 0 | 12 | 0 | 0 | Unknown | 10 | 10 | 160 | 48.77 | 1615 | 492.25 | 0 | 0 | https://historicbridges.org/ontario/mattawacprailwayottawariver/little_20200927_091214_small.jpg | https://historicbridges.org/ontario/mattawacprailwayottawariver/little_20200927_091214.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/mattawacprailwayottawariver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.324511,-78.704759 | ||||||||||
| 7577 | Bélanger Bridge | Technically, this is two bridges separated by a tiny island. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Canadian Bridge Company of Walkerville, Ontario. | 46.318681 | -78.707329 | Main Street (ON-593) | Mattawa River | Mattawa | Nipissing District, Ontario | Ontario | Canada | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 7 | 2 | 0 | 0 | 0 | 0 | Canadian Bridge Company of Walkerville, Ontario | 6 | 7 | 100 | 30.48 | 300 | 91.44 | 0 | 0 | https://historicbridges.org/ontario/belangerbridgehighway533/little_20200927_105518_small.jpg | https://historicbridges.org/ontario/belangerbridgehighway533/little_20200927_112126.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/belangerbridgehighway533/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.318681,-78.707329 | ||||||||||||||
| 7578 | Hoghe Road Bridge | This extremely rare surviving bedstead truss bridge was relocated and preserved on the Van Wert County Fairgrounds. The technical description of the main or most noteworthy span of the bridge is a 44 ft (13.41 m) metal pin-connected Pratt bedstead pony truss, fixed. The bridge was primarily built by Brackett Bridge Company of Cincinnati, Ohio. | 40.853829 | -84.584149 | Pedestrian Walkway | Town Creek Tributary | Van Wert | Van Wert County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Bedstead Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1894 | 0 | Brackett Bridge Company of Cincinnati, Ohio | 8 | 8 | 44 | 13.41 | 47 | 14.33 | 14 | 4.27 | https://historicbridges.org/ohio/hoghe/little_rick-img_5618_small.jpg | https://historicbridges.org/ohio/hoghe/little_rick-img_5618.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/hoghe/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.853829,-84.584149 | ||||||||||||||
| 7580 | Van Wert County Fairgrounds Footbridge | This small footbridge with handsome railings was built by the Canton Bridge Company. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. | 40.854222 | -84.587021 | Pedestrian Walkway | Town Creek Tributary | Van Wert | Van Wert County, Ohio | Ohio | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Canton Bridge Company of Canton, Ohio | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/vanwertlattice/little_rick-img_5573_small.jpg | https://historicbridges.org/ohio/vanwertlattice/little_rick-img_5573.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/vanwertlattice/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.854222,-84.587021 | |||||||||||||||||
| 7584 | John Brown Road Bridge | This 1940s pony truss bridge consists of a simple design of rolled beams and riveted connections. The technical description of the main or most noteworthy span of the bridge is a 57 ft (17.37 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. | 40.922593 | -84.610546 | John Brown Road (TR-83, Liberty-Union Road) | Hoaglin Creek | Rural | Van Wert County, Ohio | Ohio | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1942 | 0 | Unknown | 4 | 5 | 57 | 17.37 | 61 | 18.59 | 19.7 | 6 | https://historicbridges.org/ohio/johnbrown/little_rick-img_5665_small.jpg | https://historicbridges.org/ohio/johnbrown/little_rick-img_5665.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/johnbrown/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.922593,-84.610546 | ||||||||||||||
| 7585 | CR-39 Bridge | This is a traditionally composed riveted Pratt through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 38.462835 | -81.500115 | CR-39 | Little Sandy Creek | Wills | Kanawha County, West Virginia | West Virginia | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1928 | 1997 | Unknown | 5 | 5 | 120 | 36.58 | 124.7 | 38.01 | 16 | 4.88 | https://historicbridges.org/wvirginia/cr29sandycreek/little_rickmcomber_img_6686_small.jpg | https://historicbridges.org/wvirginia/cr29sandycreek/little_rickmcomber_img_6686.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/cr29sandycreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.462835,-81.500115 | ||||||||||||||
| 7586 | Middle Patch Road Bridge | This is a traditional riveted through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 38.173179 | -81.401085 | Middle Patch Road (CR-83/3) | Paint Creek | Rural | Kanawha County, West Virginia | West Virginia | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1921 | 0 | Unknown | 5 | 5 | 100 | 30.48 | 104 | 31.7 | 16 | 4.88 | https://historicbridges.org/wvirginia/middlepatch/little_img_6565_small.jpg | https://historicbridges.org/wvirginia/middlepatch/little_img_6565.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/middlepatch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.173179,-81.401085 | ||||||||||||||
| 7587 | Lory Road Bridge | This riveted truss bridge has suffered some very unusual alterations and repairs. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 38.131266 | -81.834241 | Lory Road (CR-119/68) | Camp Creek | Rural | Boone County, West Virginia | West Virginia | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1924 | 1978 | Unknown | 5 | 5 | 120 | 36.58 | 125 | 38.1 | 18.4 | 5.61 | https://historicbridges.org/wvirginia/campcreek/little_rick-aclosedthru_small.jpg | https://historicbridges.org/wvirginia/campcreek/little_rick-aclosedthru.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/campcreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.131266,-81.834241 | ||||||||||||||
| 7588 | Cedar Lakes Drive Bridge | Harry Ripley Memorial Bridge | This is a traditional riveted through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 98 ft (29.87 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 38.799724 | -81.692062 | Cedar Lakes Drive (CR-25) | Mill Creek | Rural | Jackson County, West Virginia | West Virginia | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1922 | 0 | Unknown | 5 | 5 | 98 | 29.87 | 103 | 31.39 | 18.4 | 5.61 | https://historicbridges.org/wvirginia/millcreekbridge/little_rickmcomber-img_7070_small.jpg | https://historicbridges.org/wvirginia/millcreekbridge/little_rickmcomber-img_7070.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/millcreekbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.799724,-81.692062 | |||||||||||||
| 7589 | Dupont Avenue Bridge | Located on former US-60 alignment, this riveted pony truss bridge has been closed to traffic. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Roanoke Iron and Bridge Works of Roanoke, Virginia. | 38.220401 | -81.522022 | Dupont Avenue (CR-60/21) | Witcher Creek | Belle | Kanawha County, West Virginia | West Virginia | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 8 | 1 | 0 | 0 | 0 | 0 | Roanoke Iron and Bridge Works of Roanoke, Virginia | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/wvirginia/oldwitcher/little_img_6571_small.jpg | https://historicbridges.org/wvirginia/oldwitcher/little_img_6571.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/oldwitcher/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.220401,-81.522022 | ||||||||||||||
| 7590 | New Hope Road Bridge | This is a rare ribbed variation of a historically significant Luten arch bridge. The technical description of the main or most noteworthy span of the bridge is a 62.7 ft (19.11 m) concrete Closed Spandrel (Ribbed) deck arch, fixed. The bridge was primarily built by Luten Bridge Company of York, Pennsylvania. | 38.447736 | -81.456120 | New Hope Road (CR-52) | Blue Creek | Rural | Kanawha County, West Virginia | West Virginia | United States | Concrete | Closed Spandrel (Ribbed) | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1926 | 0 | Luten Bridge Company of York, Pennsylvania | 7 | 7 | 62.7 | 19.11 | 126 | 38.4 | 15.7 | 4.79 | https://historicbridges.org/wvirginia/cr52bluecreek/little_rickmcomber_img_6665_small.jpg | https://historicbridges.org/wvirginia/cr52bluecreek/little_rickmcomber_img_6665.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/cr52bluecreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.447736,-81.456120 | |||||||||||||||
| 7591 | Manresa Jesuit Retreat House Bridge | This attractive concrete arch bridge provides an entrance to the retreat house. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 42.561646 | -83.226817 | Manresa Jesuit Retreat Road | Quarton Lake Branch Rouge River | Bloomfield Hills | Oakland County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1926 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/manresa/little_rick-amanresa4_small.jpg | https://historicbridges.org/michigan/manresa/little_rick-amanresa4.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/manresa/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.561646,-83.226817 | |||||||||||||||
| 7592 | 3rd Street Bridge | This is one of two surviving rolling lift bascule bridges on this canal which are among the oldest such bridges in the country. The technical description of the main or most noteworthy span of the bridge is a 55.8 ft (17.01 m) metal Variable Depth deck girder, movable: double leaf bascule, Rolling Lift. The bridge was primarily built by Unknown. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. | 40.676153 | -73.990235 | 3rd Street | Gowanus Canal | New York | Brooklyn, New York | New York | United States | Metal | Variable Depth | Deck | Girder | Movable: Double Leaf Bascule | Rolling Lift | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 4 | 1905 | 1982 | Unknown | Scherzer Rolling Lift Bridge Company of Chicago, Illinois | 8 | 8 | 55.8 | 17.01 | 106 | 32.31 | 30 | 9.14 | https://historicbridges.org/newyork/3rdstreetbridge/little_3rdstreetbridge_0520_1_2vib_small.jpg | https://historicbridges.org/newyork/3rdstreetbridge/little_3rdstreetbridge_0520_1_2vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/3rdstreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.676153,-73.990235 | |||||||||
| 7593 | ! | Union Street Bridge | This is one of two surviving rolling lift bascule bridges on this canal which are among the oldest such bridges in the country. The technical description of the main or most noteworthy span of the bridge is a 55.8 ft (17.01 m) metal Variable Depth deck girder, movable: double leaf bascule, Rolling Lift. The bridge was primarily built by Unknown. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. | 40.679484 | -73.988372 | Union Street | Gowanus Canal | New York | Brooklyn, New York | New York | United States | Metal | Variable Depth | Deck | Girder | Movable: Double Leaf Bascule | Rolling Lift | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 4 | 1905 | 1962 | Unknown | Scherzer Rolling Lift Bridge Company of Chicago, Illinois | 8 | 8 | 55.8 | 17.01 | 107 | 32.61 | 35 | 10.67 | https://historicbridges.org/newyork/unionstreetbridge/little_unionstreetbridge_1213_4_5vib_small.jpg | https://historicbridges.org/newyork/unionstreetbridge/little_unionstreetbridge_1213_4_5vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/unionstreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.679484,-73.988372 | ||||||||
| 7594 | Terrace Bridge | This is a very ornately detailed and early surviving example of a riveted metal arch bridge. The technical description of the main or most noteworthy span of the bridge is a 71 ft (21.64 m) metal hingeless deck arch, fixed. The bridge was primarily built by Unknown. | 40.658290 | -73.968378 | Hill Drive (Well House Drive) | Prospect Park Lake | New York | Brooklyn, New York | New York | United States | Metal | Hingeless | Deck | Arch | Fixed | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1890 | 1930 | Unknown | 8 | 8 | 71 | 21.64 | 130 | 39.62 | 40 | 12.19 | https://historicbridges.org/newyork/ppterracebridge/little_ppterracebridge_9841_2_3vr_small.jpg | https://historicbridges.org/newyork/ppterracebridge/little_ppterracebridge_9841_2_3vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ppterracebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.658290,-73.968378 | ||||||||||||
| 7595 | Hazleton Bridge | Knox County Bridge 235, Gibson County Bridge 385 | This large combination through and pony truss was abandoned as a newer US-41 bridge exists to the west. The technical description of the main or most noteworthy span of the bridge is a 196 ft (59.74 m) metal rivet-connected arch, fixed. The bridge was primarily built by Stein Construction Company of Milwaukee, Wisconsin. | 38.489954 | -87.549941 | US-41 (Abandoned Alignment) | White River | Hazleton | Knox County, Indiana and Gibson County, Indiana | Indiana | United States | Metal | Rivet-Connected | Arch | Fixed | 11 | 4 | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 7 | 25 | 1923 | 0 | Stein Construction Company of Milwaukee, Wisconsin | 6 | 7 | 196 | 59.74 | 1988 | 605.94 | 20 | 6.1 | https://historicbridges.org/indiana/hazletonbridge/little_hazletonbridge_0227a_small.jpg | https://historicbridges.org/indiana/hazletonbridge/little_hazletonbridge_0227a.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/hazletonbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.489954,-87.549941 | |||||||||
| 7596 | Newbern Bridge | Bartholomew County Bridge 26 | This notable pin-connected Camelback bridge was relocated and beautifully preserved for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 151 ft (46.02 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by Vincennes Bridge Company of Vincennes, Indiana. | 39.221337 | -85.894580 | Columbus People Trail | Haw Creek | Columbus | Bartholomew County, Indiana | Indiana | United States | Metal | Camelback | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1910 | 2017 | Vincennes Bridge Company of Vincennes, Indiana | 7 | 7 | 151 | 46.02 | 156 | 47.55 | 15.4 | 4.69 | https://historicbridges.org/indiana/newberncolumbus/little_newberncolumbus_5063a_small.jpg | https://historicbridges.org/indiana/newberncolumbus/little_newberncolumbus_5063a.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/newberncolumbus/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.221337,-85.894580 | |||||||||||||
| 7598 | Dickey's Ford Bridge | Miller Bridge, Orange County Bridge 18 | This is a classic example of a Wrought Iron Bridge Company through truss that retains good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 94.5 ft (28.8 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 38.612165 | -86.598626 | CR-375 North | Lost River | Rural | Orange County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1887 | 0 | Wrought Iron Bridge Company of Canton, Ohio | 7 | 7 | 94.5 | 28.8 | 101 | 30.78 | 12 | 3.66 | https://historicbridges.org/indiana/dickeysfordbridge/little_dickeysfordbridge_4238a_small.jpg | https://historicbridges.org/indiana/dickeysfordbridge/little_dickeysfordbridge_4238a.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/dickeysfordbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.612165,-86.598626 | |||||||||||||
| 7599 | Harris Ford Bridge | Moores Hill Bridge, Warren County Bridge 56 | Relocated and preserved, this is a rare surviving bridge built by the Lomas Forge and Bridge Works and has some unusual details. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Lomas Forge and Bridge Works of Cincinnati, Ohio. | 39.108456 | -86.543099 | Clear Creek Trail (Bloomington Rail Trail) | Clear Creek | Bloomington | Monroe County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1887 | 0 | Lomas Forge and Bridge Works of Cincinnati, Ohio | 8 | 8 | 150 | 45.72 | 152 | 46.33 | 14.8 | 4.51 | https://historicbridges.org/indiana/harrisfordbridge/little_harrisfordbridge_4994_5_6r_small.jpg | https://historicbridges.org/indiana/harrisfordbridge/little_harrisfordbridge_4994_5_6r.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/harrisfordbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.108456,-86.543099 | |||||||||||||
| 7600 | Chinworth Bridge | Preserved in place for pedestrian use, this is one of the only remaining bridges by Bellefontaine Bridge and Iron Company. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Bellefontaine Bridge and Iron Company of Bellefontaine, Ohio. | 41.247041 | -85.910781 | Pedestrian Walkway | Tippecanoe River | Warsaw | Kosciusko County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1897 | 0 | Bellefontaine Bridge and Iron Company of Bellefontaine, Ohio | 7 | 8 | 140 | 42.67 | 140 | 42.67 | 14 | 4.27 | https://historicbridges.org/indiana/chinworthbridge/little_chinworthbridge_3458a_small.jpg | https://historicbridges.org/indiana/chinworthbridge/little_chinworthbridge_3458a.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/chinworthbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.247041,-85.910781 | ||||||||||||||
| 7601 | Bush River Railway Bridge | This is one of two similar railway bridges on what is today a scenic rural road. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Canadian Bridge Company of Walkerville, Ontario. | 48.917056 | -80.159111 | Access Road (Former Railroad (Canadian National, National Transcontinental Railway) | Bush River | Unorganized North Cochrane District | Cochrane District, Ontario | Ontario | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1909 | 0 | Canadian Bridge Company of Walkerville, Ontario | 6 | 7 | 200 | 60.96 | 200 | 60.96 | 0 | 0 | https://historicbridges.org/ontario/oldcnlinebushriverbridge/little_20200929_130807_small.jpg | https://historicbridges.org/ontario/oldcnlinebushriverbridge/little_20200929_130807.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/oldcnlinebushriverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.917056,-80.159111 | ||||||||||||||
| 7602 | Circle River Railway Bridge | This is one of two similar railway bridges on what is today a scenic rural road. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Canadian Bridge Company of Walkerville, Ontario. | 48.917405 | -80.155395 | Access Road (Former Railroad (Canadian National, National Transcontinental Railway) | Circle River | Unorganized North Cochrane District | Cochrane District, Ontario | Ontario | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1909 | 0 | Canadian Bridge Company of Walkerville, Ontario | 6 | 7 | 200 | 60.96 | 200 | 60.96 | 0 | 0 | https://historicbridges.org/ontario/oldcnlinecircleriverbridge/little_20200929_133053_small.jpg | https://historicbridges.org/ontario/oldcnlinecircleriverbridge/little_20200929_133053.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/oldcnlinecircleriverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.917405,-80.155395 | ||||||||||||||
| 7604 | Midlothian Road Bridge | Wiseman's Corner School Heritage Centre Swing Bridge | Originally carrying Midlothian Road over the Magnetawan River, this small swing bridge was moved to museum grounds as an exhibit. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, movable: swing, Center Pier. The bridge was primarily built by Unknown. | 45.605526 | -79.459496 | Nothing | Ground (Exhibit) | Burk's Falls | Parry Sound District, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Movable: Swing | Center Pier | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/wisemanscornerschoolheritage/little_20200930_181120_small.jpg | https://historicbridges.org/ontario/wisemanscornerschoolheritage/little_20200930_181120.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/wisemanscornerschoolheritage/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.605526,-79.459496 | ||||||||||||
| 7605 | Monteith Railway Bridge | This cool looking railway deck truss bridge sits on unusual triangular bents. The technical description of the main or most noteworthy span of the bridge is a 165 ft (50.29 m) metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. | 48.642583 | -80.673861 | Railroad (Ontario Northland) | Driftwood River | Monteith | Cochrane District, Ontario | Ontario | Canada | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 7 | 1 | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 165 | 50.29 | 475 | 144.78 | 0 | 0 | https://historicbridges.org/ontario/ontrailwaydriftwoodriverbridge/little_20200928_125023_small.jpg | https://historicbridges.org/ontario/ontrailwaydriftwoodriverbridge/little_20200928_125023.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/ontrailwaydriftwoodriverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.642583,-80.673861 | ||||||||||
| 7606 | Rese Road Bridge | This rare highway deck truss bridge with timber approach spans has been closed to traffic. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 48.642374 | -80.673940 | Rese Road | Driftwood River | Monteith | Cochrane District, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 8 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 0 | 0 | 250 | 76.2 | 0 | 0 | https://historicbridges.org/ontario/reseroadbridge/little_20200928_132859_small.jpg | https://historicbridges.org/ontario/reseroadbridge/little_20200928_132859.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/reseroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.642374,-80.673940 | |||||||||||
| 7607 | Totten Ford Bridge | Harrison County Bridge 75, Crawford County Bridge 7 | This is an increasingly rare surviving example of a pin-connected Parker truss bridge in Indiana. The technical description of the main or most noteworthy span of the bridge is a 156 ft (47.55 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 38.377267 | -86.259408 | Totten Ford Road (CR-590 North) | Blue River | Rural | Crawford County, Indiana and Harrison County, Indiana | Indiana | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1916 | 0 | Unknown | 7 | 7 | 156 | 47.55 | 161 | 49.07 | 13.5 | 4.11 | https://historicbridges.org/indiana/tottenfordbridge/little_tottenfordbridge_1916a_small.jpg | https://historicbridges.org/indiana/tottenfordbridge/little_tottenfordbridge_1916a.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/tottenfordbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.377267,-86.259408 | |||||||||||||
| 7608 | ! | Beechwood Road Bridge | Crawford County Bridge 43 | This riveted through truss is an attractive feature on this scenic rural road. The technical description of the main or most noteworthy span of the bridge is a 113 ft (34.44 m) metal bolt-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 38.166937 | -86.415840 | Beechwood Road (CR-4) | Little Blue River | Rural | Crawford County, Indiana | Indiana | United States | Metal | Pratt | Bolt-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1925 | 1994 | Unknown | 6 | 6 | 113 | 34.44 | 122 | 37.19 | 13.8 | 4.21 | https://historicbridges.org/indiana/beechwoodroadbridge/little_beechwoodroadbridge_1469a_small.jpg | https://historicbridges.org/indiana/beechwoodroadbridge/little_beechwoodroadbridge_1469a.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/beechwoodroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.166937,-86.415840 | ||||||||||||
| 7610 | Feeder Dam Bridge | Clay County Bridge 208 | This abandoned bridge is a rare Whipple truss and the only known example of a bridge built by a small in-state bridge company. The technical description of the main or most noteworthy span of the bridge is a 202 ft (61.57 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by C.F. Hunt Company of Indianapolis, Indiana. | 39.335876 | -87.113453 | Towpath Road | Eel River | Rural | Clay County, Indiana | Indiana | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 11 | 1 | 0 | 0 | 1894 | 0 | C.F. Hunt Company of Indianapolis, Indiana | 8 | 8 | 202 | 61.57 | 206 | 62.79 | 18 | 5.49 | https://historicbridges.org/indiana/feederdambridge/little_feederdambridge_7769_70_71v_small.jpg | https://historicbridges.org/indiana/feederdambridge/little_feederdambridge_7769_70_71v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/feederdambridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.335876,-87.113453 | |||||||||||||
| 7611 | Astronaut David Wolf Bridge | This combination pony and through truss bridge has been turned into a one-way couplet with a modern bridge next to it. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by B. E. Curry Building Corporation of Bloomington, Indiana. The bridge was primarily designed by Indiana State Highway Commission. | 39.910109 | -86.104886 | 86th Street (82nd Street) (Eastbound) | White River | Indianapolis | Marion County, Indiana | Indiana | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 8 | 2 | Metal | Warren | Rivet-Connected | Pony | Truss | 6 | 2 | 1942 | 2008 | B. E. Curry Building Corporation of Bloomington, Indiana | Indiana State Highway Commission | 6 | 7 | 175 | 53.34 | 548.3 | 167.12 | 30.8 | 9.39 | https://historicbridges.org/indiana/astronautdavidwolfbridge/little_astronautdavidwolfbridge_0576_7_8vib_small.jpg | https://historicbridges.org/indiana/astronautdavidwolfbridge/little_astronautdavidwolfbridge_0576_7_8vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/astronautdavidwolfbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.910109,-86.104886 | ||||||||
| 7612 | CR-600 South Bridge | Shelby County Bridge 117 | This state standard pony truss bridge has been nicely painted in a vibrant blue. The technical description of the main or most noteworthy span of the bridge is a 86 ft (26.21 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 39.438755 | -85.673939 | CR-600 South | Conns Creek | Rural | Shelby County, Indiana | Indiana | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 7 | 1 | 0 | 0 | 1925 | 2006 | Unknown | 6 | 6 | 86 | 26.21 | 88.3 | 26.91 | 17.7 | 5.39 | https://historicbridges.org/indiana/connscreekcr600sbridge/little_connscreekcr600sbridge_6054_5_6vr_small.jpg | https://historicbridges.org/indiana/connscreekcr600sbridge/little_connscreekcr600sbridge_6054_5_6vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/connscreekcr600sbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.438755,-85.673939 | |||||||||||||
| 7613 | County Line Bridge | Hancock County Bridge 105 | This riveted Parker truss bridge has a number of features that make it stand out in Indiana. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Pan American Bridge Company of New Castle, Indiana and Burk Construction Company of New Castle, Indiana. The bridge was primarily designed by Cameron, Adolphus, and Warren Converse. | 39.709872 | -85.632946 | CR-900 East | Big Blue River | Rural | Hancock County, Indiana and Rush County, Indiana | Indiana | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1916 | 0 | Pan American Bridge Company of New Castle, Indiana and Burk Construction Company of New Castle, Indiana | Cameron, Adolphus, and Warren Converse | 7 | 7 | 200 | 60.96 | 204 | 62.18 | 17.7 | 5.39 | https://historicbridges.org/indiana/hancockrushcountylinebridge/little_hancockrushcountylinebridge_5550_small.jpg | https://historicbridges.org/indiana/hancockrushcountylinebridge/little_hancockrushcountylinebridge_5550.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/hancockrushcountylinebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.709872,-85.632946 | ||||||||||||
| 7614 | St. Paul Bridge | Shelby County Bridge 147, Pike Bridge | Sitting on the stone substructure of a previous bridge is this attractive through and pony truss combination bridge. The technical description of the main or most noteworthy span of the bridge is a 103.7 ft (31.61 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Lafayette Engineering Company of Lafayette, Indiana. | 39.419050 | -85.633175 | Mound Road | Flatrock River | St. Paul | Shelby County, Indiana | Indiana | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | Metal | Warren | Rivet-Connected | Pony | T-Beam | 4 | 1 | 1910 | 0 | Lafayette Engineering Company of Lafayette, Indiana | 6 | 7 | 103.7 | 31.61 | 169.6 | 51.69 | 16 | 4.88 | https://historicbridges.org/indiana/moundroadbridge/little_moundroadbridge_6114_5_6vr_small.jpg | https://historicbridges.org/indiana/moundroadbridge/little_moundroadbridge_6114_5_6vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/moundroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.419050,-85.633175 | ||||||||
| 7615 | McConnell Ford Bridge | Shelby County Bridge 41 | This is one of only a few known bolt-connected Camelback truss bridges in Indiana. The technical description of the main or most noteworthy span of the bridge is a 149.3 ft (45.51 m) metal bolt-connected Camelback through truss, fixed. The bridge was primarily built by Central States Bridge Company of Indianapolis, Indiana. | 39.564264 | -85.938130 | CR-275 North | Sugar Creek | Rural | Shelby County, Indiana | Indiana | United States | Metal | Camelback | Bolt-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1915 | 0 | Central States Bridge Company of Indianapolis, Indiana | 6 | 6 | 149.3 | 45.51 | 153.6 | 46.82 | 15.7 | 4.79 | https://historicbridges.org/indiana/mcconnellfordbridge/little_mcconnellfordbridge_4581_small.jpg | https://historicbridges.org/indiana/mcconnellfordbridge/little_mcconnellfordbridge_4581.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/mcconnellfordbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.564264,-85.938130 | |||||||||||||
| 7616 | Muncie Pennsylvania Railroad Bridge | Muncie Cardinal Greenway Railroad Bridge | This is a relatively early surviving railroad truss bridge composed of two pin-connected truss spans. The technical description of the main or most noteworthy span of the bridge is a 135 ft (41.15 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 40.201555 | -85.381308 | Railroad (Cardinal Greenway Rail-Trail, Former Pennsylvania Railroad) | White River | Muncie | Delaware County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 2 | 0 | 0 | 1885 | 0 | Unknown | 7 | 7 | 135 | 41.15 | 265 | 80.77 | 0 | 0 | https://historicbridges.org/indiana/munciepennsylvaniarailroadbridge/little_munciepennsylvaniarailroadbridge_9549_50_51vr_small.jpg | https://historicbridges.org/indiana/munciepennsylvaniarailroadbridge/little_munciepennsylvaniarailroadbridge_9549_50_51vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/munciepennsylvaniarailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.201555,-85.381308 | |||||||||||||
| 7618 | Muncie Norfolk Southern Railroad Bridge | This bridge is one of several historic railroad bridges in the vicinity. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 40.200819 | -85.379977 | Railroad (Norfolk Southern) | White River and McCulloch Boulevard | Muncie | Delaware County, Indiana | Indiana | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | Unknown | 6 | 7 | 125 | 38.1 | 195 | 59.44 | 0 | 0 | https://historicbridges.org/indiana/muncienorfolksouthernrailroadbridge/little_muncienorfolksouthernrailroadbridge_9837_small.jpg | https://historicbridges.org/indiana/muncienorfolksouthernrailroadbridge/little_muncienorfolksouthernrailroadbridge_9837.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/muncienorfolksouthernrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.200819,-85.379977 | ||||||||||
| 7619 | Albany Bridge | Delaware County Bridge 85, Kitselman Park Bridge | This uncommon example of a Camelback type of truss bridge built by the regionally prolific Indiana Bridge Company was moved and preserved for pedestrians. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by Indiana Bridge Company of Muncie, Indiana. | 40.192404 | -85.363091 | White River and Cardinal Greenways | White River | Rural | Delaware County, Indiana | Indiana | United States | Metal | Camelback | Pin-Connected | Through | Truss | Fixed | 9 | 1 | Concrete | Slab | Fixed | 0 | 3 | 1905 | 2019 | Indiana Bridge Company of Muncie, Indiana | 7 | 7 | 175 | 53.34 | 285 | 86.87 | 15 | 4.57 | https://historicbridges.org/indiana/kitselmanparkalbanybridge/little_kitselmanparkalbanybridge_9231_small.jpg | https://historicbridges.org/indiana/kitselmanparkalbanybridge/little_kitselmanparkalbanybridge_9231.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/kitselmanparkalbanybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.192404,-85.363091 | ||||||||||
| 7620 | Washington Street Bridge | Delaware County Bridge 503 | This is a graceful multi-span arch bridge with relatively shallow arches. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) concrete Camelback deck arch, fixed. The bridge was primarily built by Burk Construction Company of New Castle, Indiana. The bridge was primarily designed by Charles A. Armintrout. | 40.194929 | -85.391902 | Washington Street | White River | Muncie | Delaware County, Indiana | Indiana | United States | Concrete | Camelback | Deck | Arch | Fixed | 0 | 4 | 0 | 0 | 1930 | 1996 | Burk Construction Company of New Castle, Indiana | Charles A. Armintrout | 6 | 6 | 70 | 21.34 | 291 | 88.7 | 31.2 | 9.51 | https://historicbridges.org/indiana/munciewashingtonstreetbridge/little_munciewashingtonstreetbridge_0123_4_5vr_small.jpg | https://historicbridges.org/indiana/munciewashingtonstreetbridge/little_munciewashingtonstreetbridge_0123_4_5vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/munciewashingtonstreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.194929,-85.391902 | |||||||||||||
| 7621 | Broadway Avenue Bridge | Delaware County Bridge 514 | This is a traditional example of a closed spandrel arch bridge. The technical description of the main or most noteworthy span of the bridge is a 76 ft (23.16 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 40.198018 | -85.376291 | Dr. Martin Luther King Jr. Boulevard (Broadway Avenue, Wysor Street) | White River | Muncie | Delaware County, Indiana | Indiana | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 4 | 0 | 0 | 1936 | 1999 | Unknown | 5 | 5 | 76 | 23.16 | 365.8 | 111.5 | 46 | 14.02 | https://historicbridges.org/indiana/munciebroadwayavenuebridge/little_munciebroadwayavenuebridge_0081_small.jpg | https://historicbridges.org/indiana/munciebroadwayavenuebridge/little_munciebroadwayavenuebridge_0081.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/munciebroadwayavenuebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.198018,-85.376291 | ||||||||||||||
| 7622 | CR-1450 West Bridge | Greene County Bridge 188 | This classic Wrought Iron Bridge Company through truss is located in a rural, swampy area. The technical description of the main or most noteworthy span of the bridge is a 95 ft (28.96 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 39.016241 | -87.212931 | CR-1450 West | Black Creek | Rural | Greene County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 0 | 0 | Wrought Iron Bridge Company of Canton, Ohio | 7 | 7 | 95 | 28.96 | 98.8 | 30.11 | 15 | 4.57 | https://historicbridges.org/indiana/blackcreekbridgegreene/little_blackcreekbridgegreene_9248_49_50r_small.jpg | https://historicbridges.org/indiana/blackcreekbridgegreene/little_blackcreekbridgegreene_9248_49_50r.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/blackcreekbridgegreene/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.016241,-87.212931 | |||||||||||||
| 7623 | Old IN-66 Bridge | Warrick County Bridge 371 | This bridge is a relatively early surviving state standard through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Vincennes Bridge Company of Vincennes, Indiana. | 37.910462 | -87.271264 | Old IN-66 | Little Pigeon Creek | Rural | Warrick County, Indiana | Indiana | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 8 | 2 | 0 | 0 | 1929 | 2014 | Vincennes Bridge Company of Vincennes, Indiana | 5 | 6 | 150 | 45.72 | 306.8 | 93.51 | 18.4 | 5.61 | https://historicbridges.org/indiana/oldhighway66bridge/little_oldhighway66bridge_5717a_small.jpg | https://historicbridges.org/indiana/oldhighway66bridge/little_oldhighway66bridge_5717a.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/oldhighway66bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.910462,-87.271264 | |||||||||||||
| 7624 | Wilsey Road Bridge | Posey County Bridge 66 | This abandoned bridge features a single through truss span plus a long series of steel stringer approach spans. The technical description of the main or most noteworthy span of the bridge is a 178 ft (54.25 m) metal bolt-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 38.200311 | -87.891482 | Wilsey Road | Black River | Rural | Posey County, Indiana | Indiana | United States | Metal | Parker | Bolt-Connected | Through | Truss | Fixed | 9 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 16 | 1918 | 0 | Unknown | 6 | 6 | 178 | 54.25 | 660 | 201.17 | 19.4 | 5.91 | https://historicbridges.org/indiana/wilseyroadbridge/little_wilseyroadbridge_3188a_small.jpg | https://historicbridges.org/indiana/wilseyroadbridge/little_wilseyroadbridge_3188a.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/wilseyroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.200311,-87.891482 | ||||||||||
| 7625 | Miller Bridge | Gibson County Bridge 388, Pike County Bridge 32 | This notable Camelback through truss bridge sits on a road that floods sometimes. The technical description of the main or most noteworthy span of the bridge is a 159.5 ft (48.62 m) metal bolt-connected Camelback through truss, fixed. The bridge was primarily built by Vincennes Bridge Company of Vincennes, Indiana. | 38.377297 | -87.370650 | CR-500 West (Miller Bridge Road) | Patoka River (New Channel, Houchins Ditch) | Rural | Pike County, Indiana and Gibson County, Indiana | Indiana | United States | Metal | Camelback | Bolt-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1925 | 0 | Vincennes Bridge Company of Vincennes, Indiana | 6 | 6 | 159.5 | 48.62 | 162 | 49.38 | 15.7 | 4.79 | https://historicbridges.org/indiana/millerbridge/little_millerbridge_0935a_small.jpg | https://historicbridges.org/indiana/millerbridge/little_millerbridge_0935a.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/millerbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.377297,-87.370650 | |||||||||||||
| 7626 | Murphy Ford Bridge | Orange County Bridge 95 | This is a late example of a pin-connected Pratt through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Vincennes Bridge Company of Vincennes, Indiana. | 38.455102 | -86.392150 | CR-700 South | Patoka River | Rural | Orange County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1910 | 1992 | Vincennes Bridge Company of Vincennes, Indiana | 7 | 7 | 80 | 24.38 | 128.6 | 39.2 | 13 | 3.96 | https://historicbridges.org/indiana/patokarivercr700sbridge/little_patokarivercr700sbridge_2024a_small.jpg | https://historicbridges.org/indiana/patokarivercr700sbridge/little_patokarivercr700sbridge_2024a.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/patokarivercr700sbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.455102,-86.392150 | ||||||||||
| 7627 | Higgins Ford Bridge | Orange County Bridge 31 | This classic Pratt truss bridge sits on handsome stone abutments. The technical description of the main or most noteworthy span of the bridge is a 133.5 ft (40.69 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Indiana Bridge Company of Muncie, Indiana. The bridge was primarily designed by David Braden of Indianapolis, Indiana. | 38.623870 | -86.558968 | CR-525 West | Lost River | Rural | Orange County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 0 | 1 | 0 | 0 | 1900 | 1997 | Indiana Bridge Company of Muncie, Indiana | David Braden of Indianapolis, Indiana | 7 | 7 | 133.5 | 40.69 | 145.3 | 44.29 | 13.5 | 4.11 | https://historicbridges.org/indiana/higginsfordbridge/little_higginsfordbridge_4343_4_5r_small.jpg | https://historicbridges.org/indiana/higginsfordbridge/little_higginsfordbridge_4343_4_5r.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/higginsfordbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.623870,-86.558968 | ||||||||||||
| 7628 | Johnstown Bridge | Built by a prolific in-state builder, this bridge helps document the variety of designs the company built. The technical description of the main or most noteworthy span of the bridge is a 198 ft (60.35 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Vincennes Bridge Company of Vincennes, Indiana. The bridge was primarily designed by Lou Drescher. | 39.169135 | -87.009377 | Johnstown Road (CR-1300 West) | Eel River | Rural | Owen County, Indiana and Greene County, Indiana | Indiana | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1918 | 0 | Vincennes Bridge Company of Vincennes, Indiana | Lou Drescher | 7 | 7 | 198 | 60.35 | 203 | 61.87 | 15 | 4.57 | https://historicbridges.org/indiana/johnstownbridge/little_johnstownbridge_8009a_small.jpg | https://historicbridges.org/indiana/johnstownbridge/little_johnstownbridge_8009a.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/johnstownbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.169135,-87.009377 | |||||||||||||
| 7629 | Warner Road Bridge | Warrick County Bridge 264, CR-475 West Bridge | This graceful pony truss bridge was relocated and preserved as a functional attraction on a trail. The technical description of the main or most noteworthy span of the bridge is a 98 ft (29.87 m) metal bolt-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. | 37.947290 | -87.415203 | Rivertown Trail | Unnamed Creek | Newburgh | Warrick County, Indiana | Indiana | United States | Metal | Polygonal Warren | Bolt-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 1920 | 0 | Unknown | 6 | 6 | 98 | 29.87 | 100 | 30.48 | 13.4 | 4.08 | https://historicbridges.org/indiana/bridge264/little_bridge264_4919a_small.jpg | https://historicbridges.org/indiana/bridge264/little_bridge264_4919a.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/bridge264/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.947290,-87.415203 | |||||||||||||
| 7630 | CR-175 South Bridge | Greene County Bridge 108 | This classic pin-connected truss bridge has been abandoned. The technical description of the main or most noteworthy span of the bridge is a 85 ft (25.91 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Indiana Bridge Company of Muncie, Indiana and George M. Notter of Worthington, Indiana. | 38.997906 | -86.934585 | CR-175 South | Richland Creek | Rural | Greene County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 1907 | 0 | Indiana Bridge Company of Muncie, Indiana and George M. Notter of Worthington, Indiana | 7 | 7 | 85 | 25.91 | 87 | 26.52 | 13.7 | 4.18 | https://historicbridges.org/indiana/richlandcreekbridgebloomfield/little_richlandcreekbridgebloomfield_8735a_small.jpg | https://historicbridges.org/indiana/richlandcreekbridgebloomfield/little_richlandcreekbridgebloomfield_8735a.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/richlandcreekbridgebloomfield/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.997906,-86.934585 | |||||||||||||
| 7631 | Dicy White Ford Bridge | Orange County Bridge 102, White's Ford Bridge | This is a traditional early 20th century pin connected truss bridge. The technical description of the main or most noteworthy span of the bridge is a 86 ft (26.21 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Vincennes Bridge Company of Vincennes, Indiana. The bridge was primarily designed by A. N. McPheters. | 38.428530 | -86.424442 | CR-175 East | Patoka River | Rural | Orange County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1905 | 2004 | Vincennes Bridge Company of Vincennes, Indiana | A. N. McPheters | 7 | 7 | 86 | 26.21 | 90 | 27.43 | 13.8 | 4.21 | https://historicbridges.org/indiana/whitesfordbridge/little_whitesfordbridge_2327a_small.jpg | https://historicbridges.org/indiana/whitesfordbridge/little_whitesfordbridge_2327a.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/whitesfordbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.428530,-86.424442 | ||||||||||||
| 7632 | Old Williams Road Bridge | Lawrence County Bridge 198 | This riveted Pratt through truss has been abandoned. The technical description of the main or most noteworthy span of the bridge is a 109 ft (33.22 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Vincennes Bridge Company of Vincennes, Indiana. | 38.838843 | -86.549070 | Old Williams Road (Old IN-450) | Salt Creek | Rural | Lawrence County, Indiana | Indiana | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 1913 | 0 | Vincennes Bridge Company of Vincennes, Indiana | 6 | 6 | 109 | 33.22 | 145 | 44.2 | 16 | 4.88 | https://historicbridges.org/indiana/saltcreekoldin450bridge/little_saltcreekoldin450bridge_4664a_small.jpg | https://historicbridges.org/indiana/saltcreekoldin450bridge/little_saltcreekoldin450bridge_4664a.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/saltcreekoldin450bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.838843,-86.549070 | ||||||||||
| 7633 | New Hope Bridge | This two span through truss bridge continues to carry vehicular traffic in good condition. The technical description of the main or most noteworthy span of the bridge is a 128 ft (39.01 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Caldwell and Drake Iron Works of Columbus, Indiana. | 39.259502 | -85.922329 | CR-400 North | Flatrock River | Columbus | Bartholomew County, Indiana | Indiana | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 8 | 2 | 0 | 0 | 1913 | 1999 | Caldwell and Drake Iron Works of Columbus, Indiana | 6 | 6 | 128 | 39.01 | 263 | 80.16 | 15.4 | 4.69 | https://historicbridges.org/indiana/newhopebridge/little_newhopebridge_5450a_small.jpg | https://historicbridges.org/indiana/newhopebridge/little_newhopebridge_5450a.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/newhopebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.259502,-85.922329 | ||||||||||||||
| 7634 | Mill Grove Bridge | Owen County Bridge 14 | This bridge is noted for its combination of span and design types: a riveted pony truss and a pinned through truss. The technical description of the main or most noteworthy span of the bridge is a 121 ft (36.88 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Rochester Bridge Company of Rochester, Indiana and Vincennes Bridge Company of Vincennes, Indiana. | 39.441400 | -86.756080 | CR-100 East (Tower Road) | Mill Creek | Rural | Owen County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | Metal | Pratt | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 1898 | 2005 | Rochester Bridge Company of Rochester, Indiana and Vincennes Bridge Company of Vincennes, Indiana | 6 | 7 | 121 | 36.88 | 194 | 59.13 | 13 | 3.96 | https://historicbridges.org/indiana/millgrovebridge/little_millgrovebridge_4874a_small.jpg | https://historicbridges.org/indiana/millgrovebridge/little_millgrovebridge_4874a.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/millgrovebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.441400,-86.756080 | |||||||
| 7635 | Crystal Springs Bridge | This uncommon multi-span pony truss bridge was preserved in place for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 104 ft (31.7 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 40.845325 | -81.532418 | Riverside Avenue (High Mill Avenue) (TR-352) | Tuscarawas River | Crystal Springs | Stark County, Ohio | Ohio | United States | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 8 | 2 | 0 | 0 | 1914 | 0 | Unknown | 6 | 6 | 104 | 31.7 | 212 | 64.62 | 16.4 | 5 | https://historicbridges.org/ohio/crystalspringsbridge/little_crystalspringsbridge_3991_small.jpg | https://historicbridges.org/ohio/crystalspringsbridge/little_crystalspringsbridge_3991.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/crystalspringsbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.845325,-81.532418 | ||||||||||||||
| 7636 | Bridge Road Bridge | This is a later example of a bridge built by the prolific Wrought Iron Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 40.154242 | -81.643580 | Bridge Road (TR-186) | Wills Creek | Rural | Guernsey County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1894 | 0 | Wrought Iron Bridge Company of Canton, Ohio | 7 | 7 | 160 | 48.77 | 162 | 49.38 | 15.7 | 4.79 | https://historicbridges.org/ohio/willscreekbridge/little_willscreekbridge_5217_small.jpg | https://historicbridges.org/ohio/willscreekbridge/little_willscreekbridge_5217.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/willscreekbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.154242,-81.643580 | ||||||||||||||
| 7637 | Main Street Bridge | High Level Bridge | Although buried by thick forest and difficult to view, this is a large and impressive example of a cantilevered deck truss bridge. The technical description of the main or most noteworthy span of the bridge is a 480 ft (146.3 m) metal cantilever rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Bates and Rogers of Chicago, Illinois and Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by Wilbur J. Watson and Associates of Cleveland, Ohio. | 41.123146 | -81.509234 | Main Street | Cuyahoga River | Akron and Cuyahoga Falls | Summit County, Ohio | Ohio | United States | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 16 | Cantilever | 3 | 0 | 0 | 1948 | 1993 | Bates and Rogers of Chicago, Illinois and Bethlehem Steel Company of Bethlehem, Pennsylvania | Wilbur J. Watson and Associates of Cleveland, Ohio | 6 | 7 | 480 | 146.3 | 909 | 277.06 | 51.8 | 15.79 | https://historicbridges.org/ohio/cuyahogafallsmain/little_cuyahogafallsmain_2212_small.jpg | https://historicbridges.org/ohio/cuyahogafallsmain/little_cuyahogafallsmain_2212.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/cuyahogafallsmain/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.123146,-81.509234 | |||||||||||
| 7638 | Welty's Bridge | This multi-span through truss bridge remains open to private traffic with alterations and despite significant deterioration. The technical description of the main or most noteworthy span of the bridge is a 73 ft (22.25 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. Special note about bridge location: This bridge is on a road which is now privately owned. | 40.573685 | -81.515392 | Mt. Pleasant Road | Sugar Creek | Rural | Tuscarawas County, Ohio | Ohio | United States | This bridge is on a road which is now privately owned. | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 2 | 0 | 0 | 0 | 0 | Wrought Iron Bridge Company of Canton, Ohio | 6 | 7 | 73 | 22.25 | 146 | 44.5 | 0 | 0 | https://historicbridges.org/ohio/weltysbridge/little_weltysbridge_4591_2_3vr_small.jpg | https://historicbridges.org/ohio/weltysbridge/little_weltysbridge_4591_2_3vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/weltysbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.573685,-81.515392 | |||||||||||||
| 7639 | Dover Railroad Bridge | This is an outstanding pin-connected railroad truss bridge with ornamental portal bracing. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 40.517371 | -81.476216 | Railroad (R.J. Corman Railroad) | Tuscarawas River | Dover | Tuscarawas County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 2 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 130 | 39.62 | 260 | 79.25 | 0 | 0 | https://historicbridges.org/ohio/doverrailroad/little_doverrailroad_4969_70_71vib_small.jpg | https://historicbridges.org/ohio/doverrailroad/little_doverrailroad_4969_70_71vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/doverrailroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.517371,-81.476216 | ||||||||||||||
| 7640 | Groninger Bridge | Dewamac Park Bridge | This pony truss bridge built by a notable in-state builder was relocated and preserved for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 55 ft (16.76 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Elkhart Bridge and Iron Company of Elkhart, Indiana. | 41.247457 | -85.893564 | Lake City Greenway Trail (Chinworth Bridge Trail) | Maish Ditch | Rural | Kosciusko County, Indiana | Indiana | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1915 | 0 | Elkhart Bridge and Iron Company of Elkhart, Indiana | 6 | 6 | 55 | 16.76 | 57 | 17.37 | 12 | 3.66 | https://historicbridges.org/indiana/groningerbridge/little_groningerbridge_3614a_small.jpg | https://historicbridges.org/indiana/groningerbridge/little_groningerbridge_3614a.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/groningerbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.247457,-85.893564 | |||||||||||||
| 7641 | IN-42 Cagles Mill Lake Bridge | IN-42 Cataract Lake Bridge | This large, graceful deck arch bridge has been rehabilitated for continued vehicular use. The technical description of the main or most noteworthy span of the bridge is a 156.5 ft (47.7 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 39.448598 | -86.858689 | IN-42 | Cataract Lake | Rural | Owen County, Indiana | Indiana | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 3 | Concrete | Stringer (Multi-Beam) | Fixed | 0 | 5 | 1951 | 2008 | Unknown | 6 | 7 | 156.5 | 47.7 | 582.4 | 177.52 | 31.8 | 9.69 | https://historicbridges.org/indiana/cataractlakein42bridge/little_cataractlakein42bridge_4277a_small.jpg | https://historicbridges.org/indiana/cataractlakein42bridge/little_cataractlakein42bridge_4277a.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/cataractlakein42bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.448598,-86.858689 | |||||||||||
| 7642 | Sand Road Bridge | Knox County Bridge 119 | This riveted through truss bridge has a 14 degree skew. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Vincennes Bridge Company of Vincennes, Indiana. | 38.885424 | -87.177645 | Sand Road (CR-1600 East) | Black Creek | Rural | Knox County, Indiana | Indiana | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1932 | 0 | Vincennes Bridge Company of Vincennes, Indiana | 5 | 6 | 120 | 36.58 | 121 | 36.88 | 18.4 | 5.61 | https://historicbridges.org/indiana/sandroadbridge/little_sandroadbridge_9449_50_51r_small.jpg | https://historicbridges.org/indiana/sandroadbridge/little_sandroadbridge_9449_50_51r.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/sandroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.885424,-87.177645 | |||||||||||||
| 7643 | Myers Road Bridge | Warrick County Bridge 310 | This is an extremely rare rivet-connected bedstead pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 63.7 ft (19.42 m) metal rivet-connected Pratt pony truss, fixed. The bridge was primarily built by Unknown. | 37.974919 | -87.231156 | Myers Road (CR-400 South) | Caney Creek | Rural | Warrick County, Indiana | Indiana | United States | Metal | Pratt | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1903 | 1987 | Unknown | 8 | 8 | 63.7 | 19.42 | 67.6 | 20.6 | 15.7 | 4.79 | https://historicbridges.org/indiana/myersroadbridge/little_myersroadbridge_6191_2_3r_small.jpg | https://historicbridges.org/indiana/myersroadbridge/little_myersroadbridge_6191_2_3r.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/myersroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.974919,-87.231156 | |||||||||||||
| 7644 | Oliver Avenue Bridge | This closed spandrel arch bridge of decent size has been rehabilitated for continued use. The technical description of the main or most noteworthy span of the bridge is a 138.5 ft (42.21 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 39.758550 | -86.173947 | Oliver Avenue | White River | Indianapolis | Marion County, Indiana | Indiana | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 5 | 0 | 0 | 1925 | 0 | Unknown | 6 | 6 | 138.5 | 42.21 | 708 | 215.8 | 60.7 | 18.5 | https://historicbridges.org/indiana/oliveravenuebridge/little_img_20190921_145705_small.jpg | https://historicbridges.org/indiana/oliveravenuebridge/little_img_20190921_145705.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/oliveravenuebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.758550,-86.173947 | |||||||||||||||
| 7645 | Old Rothrock Mill Bridge | Crawford County Bridge 39 | This magnificent pin-connected Parker truss is one of two historic truss bridges preserved on this trail. The technical description of the main or most noteworthy span of the bridge is a 156.5 ft (47.7 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 38.207854 | -86.140122 | Indian Creek Trail | Indian Creek | Corydon | Harrison County, Indiana | Indiana | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1915 | 2012 | Unknown | 7 | 8 | 156.5 | 47.7 | 161 | 49.07 | 13.7 | 4.18 | https://historicbridges.org/indiana/oldrothrockmillbridge/little_oldrothrockmillbridge_9225a_small.jpg | https://historicbridges.org/indiana/oldrothrockmillbridge/little_oldrothrockmillbridge_9225a.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/oldrothrockmillbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.207854,-86.140122 | |||||||||||||
| 7646 | Martindale Bridge | Greene County Bridge 195 | This is a fairly heavy and extremely late example of a pin-connected pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 84 ft (25.6 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Vincennes Bridge Company of Vincennes, Indiana. | 39.013632 | -87.053425 | Township Line Road (CR-600 West) | 4 Mile Creek (4 Mile Ditch) | Rural | Greene County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1923 | 0 | Vincennes Bridge Company of Vincennes, Indiana | 6 | 6 | 84 | 25.6 | 84.6 | 25.79 | 14.8 | 4.51 | https://historicbridges.org/indiana/martindalebridge/little_martindalebridge_8975a_small.jpg | https://historicbridges.org/indiana/martindalebridge/little_martindalebridge_8975a.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/martindalebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.013632,-87.053425 | |||||||||||||
| 7647 | Pieper Road Bridge | Knox County Bridge 55 | This is a rare example of a skewed pin-connected pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 57 ft (17.37 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 38.787862 | -87.272721 | Pieper Road (CR-1050 East) | Purdy Marsh | Rural | Knox County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1905 | 0 | Unknown | 6 | 6 | 57 | 17.37 | 59 | 17.98 | 15.4 | 4.69 | https://historicbridges.org/indiana/purdymarshbridge/little_purdymarshbridge_9626a_small.jpg | https://historicbridges.org/indiana/purdymarshbridge/little_purdymarshbridge_9626a.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/purdymarshbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.787862,-87.272721 | |||||||||||||
| 7649 | Lick Creek Bridge | This very short through truss bridge has been abandoned, and is overgrown and deteriorated. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 38.580717 | -86.582383 | Abandoned Road | Lick Creek | Rural | Orange County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 4 | 1 | 0 | 0 | 1897 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/indiana/lickcreekbridgenearus50/little_lickcreekbridgenearus50_3656_7_8r_small.jpg | https://historicbridges.org/indiana/lickcreekbridgenearus50/little_lickcreekbridgenearus50_3656_7_8r.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/lickcreekbridgenearus50/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.580717,-86.582383 | ||||||||||||||
| 7650 | Mull Bridge | Frank Mull Bridge, Shelby County Bridge 31 | This bridge has an unusual detail where plate was riveted to the faces of the vertical member channels. The technical description of the main or most noteworthy span of the bridge is a 98 ft (29.87 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 39.601533 | -85.632035 | CR-800 East (East County Line Road) | Little Blue River | Rural | Shelby County, Indiana and Rush County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1895 | 0 | Unknown | 7 | 7 | 98 | 29.87 | 104.3 | 31.79 | 16 | 4.88 | https://historicbridges.org/indiana/mullbridge/little_mullbridge_5829_small.jpg | https://historicbridges.org/indiana/mullbridge/little_mullbridge_5829.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/mullbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.601533,-85.632035 | |||||||||||||
| 7651 | Jeffers Bridge | Clay County Bridge 127 | This is one of the youngest known surviving pin-connected truss highway bridges. The technical description of the main or most noteworthy span of the bridge is a 89.2 ft (27.19 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Vincennes Bridge Company of Vincennes, Indiana. | 39.358275 | -87.142071 | CR-200 South | Birch Creek (Heck Ditch) | Rural | Clay County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 1926 | 0 | Vincennes Bridge Company of Vincennes, Indiana | 7 | 7 | 89.2 | 27.19 | 90.6 | 27.61 | 15.7 | 4.79 | https://historicbridges.org/indiana/jeffersbridge/little_jeffersbridge_7373a_small.jpg | https://historicbridges.org/indiana/jeffersbridge/little_jeffersbridge_7373a.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/jeffersbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.358275,-87.142071 | |||||||||||||
| 7652 | Brownsville High Level Bridge | Lane Bane Bridge | With the destruction of so many older truss bridges over this river, this bridge is an increasingly rare example of a truss bridge over the Monongahela. The technical description of the main or most noteworthy span of the bridge is a 518 ft (157.89 m) metal continuous bolt-connected Warren deck truss, fixed. The bridge was primarily built by Pittsburgh - Des Moines Steel Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Robert W. Lowry of Harrisburg, Pennsylvania. | 40.024827 | -79.885054 | US-40 | Monongahela River and Various Roads and Railroads | Brownsville | Fayette County, Pennsylvania and Washington County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Bolt-Connected | Deck | Truss | Fixed | 14 | Continuous | 3 | Metal | Deck | Girder | Fixed | 0 | 9 | 1960 | 2002 | Pittsburgh - Des Moines Steel Company of Pittsburgh, Pennsylvania | Robert W. Lowry of Harrisburg, Pennsylvania | 6 | 6 | 518 | 157.89 | 2133 | 650.14 | 60 | 18.29 | https://historicbridges.org/pennsylvania/brownsvilledecktruss/little_brownsvilledecktruss_2341_small.jpg | https://historicbridges.org/pennsylvania/brownsvilledecktruss/little_brownsvilledecktruss_2341.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/brownsvilledecktruss/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.024827,-79.885054 | |||||||
| 7653 | Munhall Railroad Bridge | Pinkerton's Landing Railroad Bridge | Sitting on stone piers of an older bridge, this mid-20th century truss bridge is at the location of the Battle of Homestead. The technical description of the main or most noteworthy span of the bridge is a 270 ft (82.3 m) metal bolt-connected Polygonal Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 40.414639 | -79.897005 | Railroad (CSX) | Monongahela River | Munhall and Swissvale | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Polygonal Warren | Bolt-Connected | Through | Truss | Fixed | 10 | 3 | Metal | Warren | Bolt-Connected | Deck | Truss | Fixed | 10 | 5 | 1963 | 0 | American Bridge Company of New York, New York | 6 | 6 | 270 | 82.3 | 1250 | 381 | 0 | 0 | https://historicbridges.org/pennsylvania/csxmonongahelariverbridge/little_img_20190720_130557_small.jpg | https://historicbridges.org/pennsylvania/csxmonongahelariverbridge/little_img_20190720_130557.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/csxmonongahelariverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.414639,-79.897005 | |||||||
| 7654 | Aspinwall Railroad Bridge | This large pin-connected through truss bridge also features an unusual Y approach structure at the north end. The technical description of the main or most noteworthy span of the bridge is a 410 ft (124.97 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania and American Bridge Company of New York, New York. | 40.486702 | -79.905290 | Railroad (Allegheny Valley Railroad) | Allegheny River and Railroads | Aspinwall and Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 11 | 3 | Metal | Deck | Girder | Fixed | 0 | 0 | 1904 | 0 | Pennsylvania Steel Company of Steelton, Pennsylvania and American Bridge Company of New York, New York | 8 | 7 | 410 | 124.97 | 1835 | 559.31 | 0 | 0 | https://historicbridges.org/pennsylvania/brilliantcutoffbridge/little_brilliantcutoffbridge_9813_4_5vib_small.jpg | https://historicbridges.org/pennsylvania/brilliantcutoffbridge/little_brilliantcutoffbridge_9813_4_5vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/brilliantcutoffbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.486702,-79.905290 | ||||||||||
| 7655 | Carrie Furnace Hot Metal Railroad Bridge | This abandoned railroad bridge located next to the historic remains of the Carrie Furnace is noted for its massive 500 foot main span. The technical description of the main or most noteworthy span of the bridge is a 500 ft (152.4 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by John C. Spencer and W. H. Smith. | 40.408421 | -79.886045 | Railroad (Pennsylvania Union Railroad) | Monongahela River | Rankin and Munhall | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 20 | 1 | Metal | Baltimore | Pin-Connected | Through | Truss | Fixed | 10 | 0 | 1900 | 0 | American Bridge Company of New York, New York | John C. Spencer and W. H. Smith | 8 | 8 | 500 | 152.4 | 2300 | 701.04 | 0 | 0 | https://historicbridges.org/pennsylvania/carriefurnacehotmetalbridge/little_carriefurnace_1816_small.jpg | https://historicbridges.org/pennsylvania/carriefurnacehotmetalbridge/little_carriefurnace_1816.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/carriefurnacehotmetalbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.408421,-79.886045 | |||||||
| 7656 | White Mills Bridge | This is a great example of a Champion Bridge Company truss bridge and also has riveted steel bents. The technical description of the main or most noteworthy span of the bridge is a 128 ft (39.01 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Champion Bridge Company of Wilmington, Ohio. | 37.555305 | -86.031742 | Old KY-84 | Nolin River | Rural | Hardin County, Kentucky | Kentucky | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 5 | 1899 | 0 | Champion Bridge Company of Wilmington, Ohio | 7 | 7 | 128 | 39.01 | 198 | 60.35 | 13.5 | 4.11 | https://historicbridges.org/kentucky/whitemillsbridge/little_whitemillsbridge_8547a_small.jpg | https://historicbridges.org/kentucky/whitemillsbridge/little_whitemillsbridge_8547a.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/whitemillsbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.555305,-86.031742 | |||||||||||
| 7657 | Browns Island Bridge | This continuous truss bridge was built to handle the internal needs of the Weirton Steel mill complex. The technical description of the main or most noteworthy span of the bridge is a 650 ft (198.12 m) metal continuous bolt-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 40.424235 | -80.605786 | Steel Mill Access and Pipelines | Ohio River (Main Channel) | Weirton | Hancock County, West Virginia | West Virginia | United States | Metal | Warren | Bolt-Connected | Through | Truss | Fixed | 20 | Continuous | 3 | 0 | 0 | 1972 | 0 | Unknown | 4 | 5 | 650 | 198.12 | 1312 | 399.9 | 0 | 0 | https://historicbridges.org/wvirginia/brownsislandbridge/little_img_20191104_162254_small.jpg | https://historicbridges.org/wvirginia/brownsislandbridge/little_img_20191104_162254.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/brownsislandbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.424235,-80.605786 | |||||||||||||
| 7658 | Glenwood Railroad Bridge | This bridge is noted for its large rivet-connected Pennsylvania through truss span. The technical description of the main or most noteworthy span of the bridge is a 465 ft (141.73 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 40.398713 | -79.931564 | Railroad (CSX) | Monongahela River | Pittsburgh and West Homestead | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Pennsylvania | Rivet-Connected | Through | Truss | Fixed | 14 | 1 | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 9 | 0 | 1915 | 0 | American Bridge Company of New York, New York | 8 | 7 | 465 | 141.73 | 2700 | 822.96 | 0 | 0 | https://historicbridges.org/pennsylvania/glenwoodrailroadbridge/little_glenwoodrr_1237_small.jpg | https://historicbridges.org/pennsylvania/glenwoodrailroadbridge/little_glenwoodrr_1237.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/glenwoodrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.398713,-79.931564 | ||||||||
| 7659 | Glenwood Bridge | This bridge is unusual because most of the trusses are below deck except at the piers where they rise up forming a through truss design. The technical description of the main or most noteworthy span of the bridge is a 567 ft (172.82 m) metal continuous bolt-connected Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Richardson, Gordon, and Associates of Pittsburgh, Pennsylvania (George S. Richardson). | 40.397450 | -79.935400 | PA-885 | Monongahela River, Railroad, and Carson Street | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Bolt-Connected | Through | Truss | Fixed | 18 | Continuous | 3 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 8 | 1966 | 2000 | Unknown | Richardson, Gordon, and Associates of Pittsburgh, Pennsylvania (George S. Richardson) | 6 | 6 | 567 | 172.82 | 2276 | 693.72 | 54 | 16.46 | https://historicbridges.org/pennsylvania/glenwood/little_glenwood_1084_small.jpg | https://historicbridges.org/pennsylvania/glenwood/little_glenwood_1084.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/glenwood/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.397450,-79.935400 | |||||||||
| 7660 | New Brighton Railroad Bridge | This railroad bridge is composed of very heavy but shallow riveted deck truss spans. The technical description of the main or most noteworthy span of the bridge is a 219 ft (66.75 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Mount Vernon Bridge Company of Mount Vernon, Ohio. The bridge was primarily designed by J. F. Leonard. | 40.739977 | -80.319624 | Railroad (Norfolk Southern) | Beaver River, Railroad, and 7th Avenue | New Brighton | Beaver County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 10 | 5 | Metal | Deck | Girder | Fixed | 0 | 0 | 1926 | 0 | Mount Vernon Bridge Company of Mount Vernon, Ohio | J. F. Leonard | 6 | 7 | 219 | 66.75 | 1221 | 372.16 | 0 | 0 | https://historicbridges.org/pennsylvania/newbrightonrailroadbridge/little_newbrightonrailroadbridge_6091_2_3vib_small.jpg | https://historicbridges.org/pennsylvania/newbrightonrailroadbridge/little_newbrightonrailroadbridge_6091_2_3vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/newbrightonrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.739977,-80.319624 | |||||||||
| 7661 | Albertus L. Meyers Bridge | 8th Street Viaduct | This is an extremely large multi-span high level deck arch bridge that has been rehabilitated. The technical description of the main or most noteworthy span of the bridge is a 135 ft (41.15 m) arch, fixed. The bridge was primarily built by McArthur Brothers of New York, New York. The bridge was primarily designed by Benjamin H. Davis of New York, New York. | 40.597177 | -75.471550 | 8th Street (PA-2055) | Little Lehigh Creek | Allentown | Lehigh County, Pennsylvania | Pennsylvania | United States | Arch | Fixed | 0 | 9 | Pre-Stressed Concrete | Box Beam | Fixed | 0 | 8 | 1913 | 2016 | McArthur Brothers of New York, New York | Benjamin H. Davis of New York, New York | 8 | 8 | 135 | 41.15 | 1793 | 546.51 | 34 | 10.36 | https://historicbridges.org/pennsylvania/8thstreetallentown/little_8thstreetallentown_7191_2_3vr_small.jpg | https://historicbridges.org/pennsylvania/8thstreetallentown/little_8thstreetallentown_7191_2_3vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/8thstreetallentown/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.597177,-75.471550 | |||||||||||||
| 7662 | Broad Street Bridge | This is a large, high level concrete arch bridge of early construction for its size. The technical description of the main or most noteworthy span of the bridge is a 99 ft (30.18 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Cramp and Company of Philadelphia, Pennsylvania. The bridge was primarily designed by L. A. Francisco. | 40.622392 | -75.383822 | Broad Street | Monocacy Creek and Various Roads and Railroad | Bethlehem | Northampton County, Pennsylvania and Lehigh County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 5 | 0 | 0 | 1909 | 2000 | Cramp and Company of Philadelphia, Pennsylvania | L. A. Francisco | 7 | 7 | 99 | 30.18 | 431 | 131.37 | 41 | 12.5 | https://historicbridges.org/pennsylvania/broadstreetbridge/little_img_20191102_171005_small.jpg | https://historicbridges.org/pennsylvania/broadstreetbridge/little_img_20191102_171005.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/broadstreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.622392,-75.383822 | ||||||||||||||
| 7663 | 10th Street Bridge | This bridge uncommon riveted Camelback through truss bridge has been closed to traffic. The technical description of the main or most noteworthy span of the bridge is a 176 ft (53.64 m) metal rivet-connected Camelback through truss, fixed. The bridge was primarily built by M. H. Stebbins. The bridge was primarily designed by G. A. Flink. | 40.852414 | -76.789030 | 10th Street | Shamokin Creek | Sunbury | Northumberland County, Pennsylvania | Pennsylvania | United States | Metal | Camelback | Rivet-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1916 | 0 | M. H. Stebbins | G. A. Flink | 6 | 7 | 176 | 53.64 | 181 | 55.17 | 18.7 | 5.7 | https://historicbridges.org/pennsylvania/shamokincreek10thst/little_shamokincreek10thst_1558_59_60vr_small.jpg | https://historicbridges.org/pennsylvania/shamokincreek10thst/little_shamokincreek10thst_1558_59_60vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/shamokincreek10thst/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.852414,-76.789030 | |||||||||||||
| 7664 | Tilghman Street Viaduct | This is a long curved viaduct composed of many open spandrel arch spans. The technical description of the main or most noteworthy span of the bridge is a 185 ft (56.39 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Seeds and Derham of Philadelphia, Pennsylvania. The bridge was primarily designed by James B. Long. | 40.617624 | -75.456685 | Tilghman Street (Union Boulevard, PA-1002) | Lehigh River and Railroad | Allentown | Lehigh County, Pennsylvania | Pennsylvania | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 12 | 0 | 0 | 1929 | 2019 | Seeds and Derham of Philadelphia, Pennsylvania | James B. Long | 7 | 7 | 185 | 56.39 | 1387 | 422.76 | 36 | 10.97 | https://historicbridges.org/pennsylvania/tilghmanstreet/little_tilghmanstreet_6999_7000_7001vib_small.jpg | https://historicbridges.org/pennsylvania/tilghmanstreet/little_tilghmanstreet_6999_7000_7001vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/tilghmanstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.617624,-75.456685 | ||||||||||||||
| 7665 | Bethlehem Railroad Bridge | This classic railroad truss bridge sits in the shadow of the large Hill-To-Hill Bridge. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 40.614756 | -75.385332 | Railroad (Norfolk Southern) | Lehigh River | Bethlehem | Northampton County, Pennsylvania and Lehigh County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 2 | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 1965 | Unknown | 6 | 6 | 140 | 42.67 | 440 | 134.11 | 0 | 0 | https://historicbridges.org/pennsylvania/lehighriverrailroadbridge/little_lehighriverrailroadbridge_7467_small.jpg | https://historicbridges.org/pennsylvania/lehighriverrailroadbridge/little_lehighriverrailroadbridge_7467.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/lehighriverrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.614756,-75.385332 | ||||||||||
| 7666 | Swinburne Bridge | This is a high level viaduct type structure, composed of riveted through plate girder spans. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal through girder, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Pittsburgh Department of Public Works. | 40.426732 | -79.950504 | Frazier Street (Swinburne Street) | Saline Street and Railroad (CSX) | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 12 | 0 | 0 | 1915 | 1989 | McClintic-Marshall Company of Pittsburgh, Pennsylvania | Pittsburgh Department of Public Works | 6 | 6 | 75 | 22.86 | 600 | 182.88 | 30 | 9.14 | https://historicbridges.org/pennsylvania/swinburnebridge/little_img_20191104_102910_small.jpg | https://historicbridges.org/pennsylvania/swinburnebridge/little_img_20191104_102910.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/swinburnebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.426732,-79.950504 | |||||||||||||||
| 7667 | WHEMCO Access Bridge | West Homestead Footbridge | This riveted through truss foot bridge has been abandoned with its approaches removed. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 40.397134 | -79.925150 | Pedestrian Walkway | Railroad | West Homestead | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 100 | 30.48 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/glenwoodfootbridge/little_glenwoodfootbridge_2872_3_4vr_small.jpg | https://historicbridges.org/pennsylvania/glenwoodfootbridge/little_glenwoodfootbridge_2872_3_4vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/glenwoodfootbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.397134,-79.925150 | |||||||||||||
| 7668 | PA-837 Railroad Overpass | This large overpass truss is noted for its combination of pinned and riveted connections. The technical description of the main or most noteworthy span of the bridge is a 420 ft (128.02 m) metal multiple-type-connected Polygonal Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 40.319570 | -79.898870 | Railroad (Norfolk Southern) | PA-837 and Railroad (Pennsylvania Union Railroad) | Clairton | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Polygonal Warren | Multiple-Type-Connected | Through | Truss | Fixed | 10 | 1 | Metal | Deck | Girder | Fixed | 0 | 2 | 0 | 0 | American Bridge Company of New York, New York | 7 | 7 | 420 | 128.02 | 600 | 182.88 | 0 | 0 | https://historicbridges.org/pennsylvania/pa837overpass/little_day2pa837overpass10071_small.jpg | https://historicbridges.org/pennsylvania/pa837overpass/little_day2pa837overpass10071.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pa837overpass/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.319570,-79.898870 | ||||||||||
| 7669 | East Pittsburgh Railroad Overpass | This through truss can be viewed from the Westinghouse Bridge which looms over this bridge making it look smaller than it is. The technical description of the main or most noteworthy span of the bridge is a 210 ft (64.01 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 40.392400 | -79.837630 | Railroad (Pennsylvania Union Railroad) | Railroad (Norfolk Southern) | East Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1945 | 0 | American Bridge Company of New York, New York | 6 | 6 | 210 | 64.01 | 210 | 64.01 | 0 | 0 | https://historicbridges.org/pennsylvania/rroverpasswestinghouse/little_day2rroverpasswestinghouse9711_small.jpg | https://historicbridges.org/pennsylvania/rroverpasswestinghouse/little_day2rroverpasswestinghouse9711.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rroverpasswestinghouse/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.392400,-79.837630 | ||||||||||||||
| 7670 | Turtle Creek Railroad Bridge | This bridge appears to date to the mid 20th Century and is noted for its unusual fishbelly deck truss design. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 40.391555 | -79.840618 | Railroad (Pennsylvania Union Railroad) | Turtle Creek | East Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 10 | 1 | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | Unknown | 5 | 6 | 0 | 0 | 890 | 271.27 | 0 | 0 | https://historicbridges.org/pennsylvania/turtlecreekrrbridge/little_day2turtlecreekrrbridge9656b_small.jpg | https://historicbridges.org/pennsylvania/turtlecreekrrbridge/little_day2turtlecreekrrbridge9656b.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turtlecreekrrbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.391555,-79.840618 | ||||||||||
| 7671 | Talbot and Kenmawr Avenue Ramp Bridges | This pair of bridges offer unusual construction details as they serve their purpose of providing an approach to the Rankin Bridge entrance. The technical description of the main or most noteworthy span of the bridge is a 136 ft (41.45 m) metal continuous Variable Depth deck girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Allegheny County Department of Public Works. | 40.407990 | -79.877320 | Talbot and Kenmawr Avenue Ramps | West Braddock Avenue and Fleet Street | Rankin | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Variable Depth | Deck | Girder | Fixed | 0 | Continuous | 4 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 1951 | 1985 | Unknown | Allegheny County Department of Public Works | 5 | 5 | 136 | 41.45 | 552 | 168.25 | 44 | 13.41 | https://historicbridges.org/pennsylvania/talbotavenuerankin/little_day4talbotavenuerankin6481_small.jpg | https://historicbridges.org/pennsylvania/talbotavenuerankin/little_day4talbotavenuerankin6481.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/talbotavenuerankin/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.407990,-79.877320 | ||||||||||
| 7673 | West Prestonsburg Bridge | One of the most unique rainbow arch bridges in the country, this bridge has a lightweight appearance and soaring arch. The technical description of the main or most noteworthy span of the bridge is a 235 ft (71.63 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Steel and Lebby Contracting Company of Knoxville, Tennessee. | 37.672267 | -82.779175 | Bridge Street | Levisa Fork | West Prestonsburg and Prestonsburg | Floyd County, Kentucky | Kentucky | United States | Concrete | Rainbow | Through | Arch | Fixed | 0 | 1 | Concrete | T-Beam | Fixed | 0 | 0 | 1928 | 0 | Steel and Lebby Contracting Company of Knoxville, Tennessee | 8 | 10 | 235 | 71.63 | 500 | 152.4 | 20 | 6.1 | https://historicbridges.org/kentucky/prestonsburg/little_prestonsburg_brg_6195_small.jpg | https://historicbridges.org/kentucky/prestonsburg/little_prestonsburg_brg_6195.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/prestonsburg/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.672267,-82.779175 | ||||||||||||
| 7674 | Spruce Pine Footbridge | Old Pine Walking Bridge | This unique footbridge is noted for its rare design which is configured as a bowstring deck truss. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal rivet-connected Bowstring deck truss, fixed. The bridge was primarily built by Unknown. | 35.914435 | -82.067095 | Pedestrian Walkway | North Toe River | Spruce Pine | Mitchell County, North Carolina | North Carolina | United States | Metal | Bowstring | Rivet-Connected | Deck | Truss | Fixed | 14 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 0 | 1940 | 0 | Unknown | 8 | 9 | 105 | 32 | 403 | 122.83 | 0 | 0 | https://historicbridges.org/northcarolina/sprucepine/little_sprucepine_brg_9771_small.jpg | https://historicbridges.org/northcarolina/sprucepine/little_sprucepine_brg_9771.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=northcarolina/sprucepine/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.914435,-82.067095 | ||||||||||
| 7675 | Chambers Farm Lane Bridge | Haywood County Bridge 79 | Bypassed and preserved for pedestrian use, this is the only surviving Phoenix column bridge in North Carolina, and the oldest highway truss bridge in the state. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents. | 35.463617 | -82.899941 | Chambers Farm Lane (NC-1112) (Old Alignment) | West Fork Pigeon River | Rural | Haywood County, North Carolina | North Carolina | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 1 | 1891 | 0 | Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents | 9 | 10 | 80 | 24.38 | 99 | 30.18 | 11.2 | 3.41 | https://historicbridges.org/northcarolina/westforkpigeonriverbridge/little_zimg_20201203_135500_small.jpg | https://historicbridges.org/northcarolina/westforkpigeonriverbridge/little_zimg_20201203_135500.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=northcarolina/westforkpigeonriverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.463617,-82.899941 | ||||||||||
| 7676 | Elk Creek Road Bridge | One of the only surviving rainbow arch bridges in West Virginia, this bridge has been bypassed, and may be a rare rainbow arch associated with Luten. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. | 37.735059 | -82.190436 | Elk Creek Road (CR-65/03) (Old Alignment) | Pigeon Creek | Delbarton | Mingo County, West Virginia | West Virginia | United States | Concrete | Rainbow | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 8 | 10 | 100 | 30.48 | 100 | 30.48 | 0 | 0 | https://historicbridges.org/wvirginia/oldelkcreekroadbridge/little_oldelkcreekroadbridge_brg_5055_small.jpg | https://historicbridges.org/wvirginia/oldelkcreekroadbridge/little_oldelkcreekroadbridge_brg_5055.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/oldelkcreekroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.735059,-82.190436 | |||||||||||||||
| 7677 | American Legion Memorial Bridge | This is a graceful, but slightly asymmetrical continuous through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 400 ft (121.92 m) metal continuous rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Virginia Bridge Company of Roanoke, Virginia. The bridge was primarily designed by Tennessee Valley Authority. | 36.563347 | -82.043796 | US-421 (TN-34) | South Holston Lake (South Holston River) | Rural | Sullivan County, Tennessee | Tennessee | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 12 | Continuous | 2 | Metal | Stringer (Multi-Beam) | 0 | 4 | 1950 | 2008 | Virginia Bridge Company of Roanoke, Virginia | Tennessee Valley Authority | 8 | 8 | 400 | 121.92 | 1263 | 384.96 | 24 | 7.32 | https://historicbridges.org/tennessee/americanlegionbridge/little_americanlegionbridge_brg_7635_6_7_small.jpg | https://historicbridges.org/tennessee/americanlegionbridge/little_americanlegionbridge_brg_7635_6_7.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/americanlegionbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.563347,-82.043796 | ||||||||||
| 7678 | Butler Memorial Bridge | This large deck truss bridge won an award for its beauty when it was constructed. The technical description of the main or most noteworthy span of the bridge is a 492 ft (149.96 m) metal continuous rivet-connected Warren deck truss, fixed. The bridge was primarily built by Nashville Bridge Company of Nashville, Tennessee. The bridge was primarily designed by Tennessee Valley Authority. | 36.330550 | -82.040951 | TN-67 | Watauga Lake (Watauga River) | Rural | Carter County, Tennessee | Tennessee | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 16 | Continuous | 3 | Concrete | Slab | Fixed | 0 | 2 | 1948 | 0 | Nashville Bridge Company of Nashville, Tennessee | Tennessee Valley Authority | 7 | 8 | 492 | 149.96 | 1092 | 332.84 | 28.5 | 8.69 | https://historicbridges.org/tennessee/butlermemorialbridge/little_butlermemorialbridge_brg_8814_small.jpg | https://historicbridges.org/tennessee/butlermemorialbridge/little_butlermemorialbridge_brg_8814.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/butlermemorialbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.330550,-82.040951 | |||||||||
| 7679 | Barkers Creek Road Bridge | Jewel J. Revis Memorial Bridge | This is a rare example of a pin-connected Camelback truss in North Carolina. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by Owego Bridge Company of Owego, New York. | 35.384513 | -83.291526 | Barkers Creek Road (NC-1392) (Abandoned Alignment) | Tuckasegee River | Rural | Jackson County, North Carolina | North Carolina | United States | Metal | Camelback | Pin-Connected | Through | Truss | Fixed | 9 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1920 | 0 | Owego Bridge Company of Owego, New York | 7 | 8 | 160 | 48.77 | 250 | 76.2 | 13 | 3.96 | https://historicbridges.org/northcarolina/barkerscreekroadbridge/little_barkerscreekroadbridge_brg_1104_small.jpg | https://historicbridges.org/northcarolina/barkerscreekroadbridge/little_barkerscreekroadbridge_brg_1104.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=northcarolina/barkerscreekroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.384513,-83.291526 | ||||||||||
| 7680 | Blevins Bridge | Located on a road that was long ago a railroad line, this is a rare truss bridge built by the noted Keystone Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 105.6 ft (32.19 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Keystone Bridge Company of Pittsburgh, Pennsylvania. | 36.235627 | -82.154872 | Old Railroad Grade Road | Doe River | Rural | Carter County, Tennessee | Tennessee | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 0 | 1 | 0 | 0 | 1889 | 0 | Keystone Bridge Company of Pittsburgh, Pennsylvania | 8 | 8 | 105.6 | 32.19 | 111 | 33.83 | 9.2 | 2.8 | https://historicbridges.org/tennessee/blevinsbridge/little_zimg_20201203_103137_small.jpg | https://historicbridges.org/tennessee/blevinsbridge/little_zimg_20201203_103137.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/blevinsbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.235627,-82.154872 | ||||||||||||||
| 7681 | Broad Street Bridge | This is one of two well-preserved Luten arch bridges in Elizabethton noted for their wide roadways and lack of alteration. The technical description of the main or most noteworthy span of the bridge is a 67 ft (20.42 m) concrete Closed Spandrel (Ribbed) deck arch, fixed. The bridge was primarily built by Luten Bridge Company of Knoxville, Tennessee. | 36.351858 | -82.213492 | Broad Street (US-231) | Doe River | Elizabethton | Carter County, Tennessee | Tennessee | United States | Concrete | Closed Spandrel (Ribbed) | Deck | Arch | Fixed | 0 | 5 | 0 | 0 | 1929 | 2005 | Luten Bridge Company of Knoxville, Tennessee | 6 | 7 | 67 | 20.42 | 298.6 | 91.01 | 58.7 | 17.89 | https://historicbridges.org/tennessee/elizabethtonbroadstreet/little_elizabethtonbroadstreet_brg_8529_30_31_small.jpg | https://historicbridges.org/tennessee/elizabethtonbroadstreet/little_elizabethtonbroadstreet_brg_8529_30_31.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/elizabethtonbroadstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.351858,-82.213492 | |||||||||||||||
| 7682 | Elk Avenue Bridge | This is one of two well-preserved Luten arch bridges in Elizabethton noted for their wide roadways and lack of alteration. The technical description of the main or most noteworthy span of the bridge is a 78.4 ft (23.9 m) concrete Closed Spandrel (Ribbed) deck arch, fixed. The bridge was primarily built by Luten Bridge Company of Knoxville, Tennessee. | 36.348397 | -82.212278 | Elk Avenue | Doe River | Elizabethton | Carter County, Tennessee | Tennessee | United States | Concrete | Closed Spandrel (Ribbed) | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1926 | 2004 | Luten Bridge Company of Knoxville, Tennessee | 6 | 7 | 78.4 | 23.9 | 234.3 | 71.41 | 53.5 | 16.31 | https://historicbridges.org/tennessee/elizabethtonelkstreet/little_elizabethtonelkstreet_brg_8631_small.jpg | https://historicbridges.org/tennessee/elizabethtonelkstreet/little_elizabethtonelkstreet_brg_8631.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/elizabethtonelkstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.348397,-82.212278 | |||||||||||||||
| 7683 | Pete Dillon Bridge | This is a fairly wide two lane riveted through truss that leads to the downtown of Williamson. The technical description of the main or most noteworthy span of the bridge is a 208 ft (63.4 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. | 37.673097 | -82.280028 | Harvey Street | Tug Fork | Williamson | Mingo County, West Virginia and Pike County, Kentucky | West Virginia and Kentucky | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1950 | 0 | Unknown | 6 | 6 | 208 | 63.4 | 297.6 | 90.71 | 28 | 8.53 | https://historicbridges.org/wvirginia/petedillonbridge/little_zimg_20201202_104845_small.jpg | https://historicbridges.org/wvirginia/petedillonbridge/little_zimg_20201202_104845.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/petedillonbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.673097,-82.280028 | |||||||||||
| 7684 | Justell Bridge | This narrow former railroad bridge was converted for highway use and now serves a very lightly traveled state-owned road. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 37.557772 | -82.633963 | KY-2557 | Levisa Fork | Justell | Floyd County, Kentucky | Kentucky | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Deck | Girder | Fixed | 0 | 7 | 1920 | 0 | American Bridge Company of New York, New York | 6 | 7 | 200 | 60.96 | 727 | 221.59 | 9.8 | 2.99 | https://historicbridges.org/kentucky/justellbridge/little_justellbridge_brg_6639_small.jpg | https://historicbridges.org/kentucky/justellbridge/little_justellbridge_brg_6639.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/justellbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.557772,-82.633963 | ||||||||||
| 7685 | Pauley Bridge | Featuring imposing stone towers, this major Works Progress Administration bridge has been preserved for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 383 ft (116.74 m) metal wire cable suspension, fixed. The bridge was primarily built by Works Progress Administration Forces. The bridge was primarily designed by O. S. Batten. | 37.492845 | -82.535524 | Meadowview Drive | Levisa Fork | Pikeville | Pike County, Kentucky | Kentucky | United States | Metal | Wire Cable | Suspension | Fixed | 0 | 1 | 0 | 0 | 1936 | 2006 | Works Progress Administration Forces | O. S. Batten | 7 | 7 | 383 | 116.74 | 500 | 152.4 | 10.8 | 3.29 | https://historicbridges.org/kentucky/pauley/little_zimg_20201202_135319_small.jpg | https://historicbridges.org/kentucky/pauley/little_zimg_20201202_135319.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/pauley/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.492845,-82.535524 | |||||||||||||||
| 7686 | Adams Street Bridge | This unique bridge with extremely unusual design was built using salvaged used railroad rails. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Howe pony truss, fixed. The bridge was primarily built by Unknown. | 36.937093 | -82.465536 | Adams Street | Railroad (Abandoned Interstate Railroad) | Coeburn | Wise County, Virginia | Virginia | United States | Metal | Howe | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 100 | 30.48 | 13 | 3.96 | https://historicbridges.org/virginia/adamsstreetbridge/little_zimg_20201202_151312_small.jpg | https://historicbridges.org/virginia/adamsstreetbridge/little_zimg_20201202_151312.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/adamsstreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.937093,-82.465536 | |||||||||||
| 7687 | Hicks Hollow Road Bridge | This is a good example of a pin-connected Pratt truss in North Carolina, where this bridge type is rare. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 36.180199 | -81.964127 | Hicks Hollow Road (NC-1306) | Elk River | Rural | Avery County, North Carolina | North Carolina | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | Unknown | 7 | 7 | 100 | 30.48 | 133 | 40.54 | 11.2 | 3.41 | https://historicbridges.org/northcarolina/hickshollowbridge/little_hickshollowbridge_brg_9189_small.jpg | https://historicbridges.org/northcarolina/hickshollowbridge/little_hickshollowbridge_brg_9189.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=northcarolina/hickshollowbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.180199,-81.964127 | |||||||||||
| 7688 | North Hominy Creek Railroad Bridge | This railroad deck truss bridge is noted for its uncommon pin-connected Warren truss configuration. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) metal pin-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 35.536278 | -82.816610 | Railroad (Norfolk Southern) | North Hominy Creek and Sandy Lane | Rural | Haywood County, North Carolina | North Carolina | United States | Metal | Warren | Pin-Connected | Deck | Truss | Fixed | 6 | 2 | Metal | Deck | Girder | Fixed | 0 | 2 | 0 | 0 | Unknown | 7 | 7 | 170 | 51.82 | 400 | 121.92 | 0 | 0 | https://historicbridges.org/northcarolina/hominycreekrailroadbridge/little_hominycreekrailroadbridge_brg_9996_small.jpg | https://historicbridges.org/northcarolina/hominycreekrailroadbridge/little_hominycreekrailroadbridge_brg_9996.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=northcarolina/hominycreekrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.536278,-82.816610 | ||||||||||
| 7689 | Old Central Holston Bridge | This abandoned bridge has an unclear history. The technical description of the main or most noteworthy span of the bridge is a 171 ft (52.12 m) metal pin-connected Camelback through truss, fixed. | 36.513463 | -82.141144 | Abandoned Road | South Fork Holston River | Rural | Sullivan County, Tennessee | Tennessee | United States | Metal | Camelback | Pin-Connected | Through | Truss | Fixed | 9 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 7 | 1903 | 0 | 7 | 7 | 171 | 52.12 | 379.5 | 115.67 | 11.5 | 3.51 | https://historicbridges.org/tennessee/oldcentralholstonbridge/little_oldcentralholstonbridge_brg_8205_6_7_small.jpg | https://historicbridges.org/tennessee/oldcentralholstonbridge/little_oldcentralholstonbridge_brg_8205_6_7.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/oldcentralholstonbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.513463,-82.141144 | ||||||||||||
| 7690 | Naugatuck Railroad Bridge | This double-track railroad bridge sits just south of a split in the tracks. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 37.790300 | -82.349380 | Railroad (Norfolk Southern) | Pigeon Creek | Naugatuck | Mingo County, West Virginia | West Virginia | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 140 | 42.67 | 140 | 42.67 | 23 | 7.01 | https://historicbridges.org/wvirginia/naugatuckrailroadbridge/little_naugatuckrailroadbridge_brg_4683_small.jpg | https://historicbridges.org/wvirginia/naugatuckrailroadbridge/little_naugatuckrailroadbridge_brg_4683.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/naugatuckrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.790300,-82.349380 | ||||||||||||||
| 7691 | Williamson Railroad Bridge | This railroad bridge is noted for its skewed Baltimore through truss span. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Virginia Bridge and Iron Company of Roanoke, Virginia. | 37.663921 | -82.271598 | Railroad (Norfolk Southern) | Tug Fork | Williamson | Pike County, Kentucky and Mingo County, West Virginia | Kentucky and West Virginia | United States | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | Metal | Deck | Girder | Fixed | 0 | 5 | 1913 | 0 | Virginia Bridge and Iron Company of Roanoke, Virginia | 7 | 7 | 160 | 48.77 | 560 | 170.69 | 14.5 | 4.42 | https://historicbridges.org/wvirginia/williamsonrailroadbridge/little_williamsonrailroadbridge_brg_5802_small.jpg | https://historicbridges.org/wvirginia/williamsonrailroadbridge/little_williamsonrailroadbridge_brg_5802.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/williamsonrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.663921,-82.271598 | ||||||||||
| 7692 | Kewanee Swinging Bridge | This bridge is a representative example of a crude swinging bridge built to provide pedestrian access to remote areas in the mountains. The technical description of the main or most noteworthy span of the bridge is a metal swinging wire cable suspension, fixed. The bridge was primarily built by Unknown. | 37.445971 | -82.515176 | Pedestrian Walkway | Levisa Fork | Rural | Pike County, Kentucky | Kentucky | United States | Metal | Swinging | Wire Cable | Suspension | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 2 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/kentucky/kewaneeswinging/little_zimg_20201202_140417_small.jpg | https://historicbridges.org/kentucky/kewaneeswinging/little_zimg_20201202_140417.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/kewaneeswinging/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.445971,-82.515176 | |||||||||||||||
| 7693 | Tuckasegee Swinging Bridge | This suspension footbridge is noted for its three tower design and use of salvaged bridge parts for the towers. The technical description of the main or most noteworthy span of the bridge is a 135 ft (41.15 m) metal swinging wire cable suspension, fixed. The bridge was primarily built by Roanoke Bridge Company of Roanoke, Virginia (Builder of Salvaged Parts). | 35.404287 | -83.293443 | Pedestrian Walkway | Tuckaseigee River | Rural | Jackson County, North Carolina | North Carolina | United States | Metal | Swinging | Wire Cable | Suspension | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | Roanoke Bridge Company of Roanoke, Virginia (Builder of Salvaged Parts) | 2 | 5 | 135 | 41.15 | 270 | 82.3 | 0 | 0 | https://historicbridges.org/northcarolina/tuckasegeeswingingbridge/little_tuckasegeeswingingbridge_brg_0525_small.jpg | https://historicbridges.org/northcarolina/tuckasegeeswingingbridge/little_tuckasegeeswingingbridge_brg_0525.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=northcarolina/tuckasegeeswingingbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.404287,-83.293443 | |||||||||||||||
| 7694 | Hominy Creek Road Bridge | This classic concrete arch bridge has been abandoned and is now positioned directly under an I-26 bridge. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 35.562838 | -82.597382 | Hominy Creek Road (Old NC-191) (Abandoned Alignment) | Hominy Creek | Asheville | Buncombe County, North Carolina | North Carolina | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1935 | 0 | Unknown | 5 | 6 | 75 | 22.86 | 149 | 45.42 | 20 | 6.1 | https://historicbridges.org/northcarolina/brevardroadbridge/little_zimg_20201203_131027_small.jpg | https://historicbridges.org/northcarolina/brevardroadbridge/little_zimg_20201203_131027.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=northcarolina/brevardroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.562838,-82.597382 | |||||||||||||||
| 7695 | US-276 Bridge | This bridge is a representative example of a concrete t-beam in North Carolina. The technical description of the main or most noteworthy span of the bridge is a 41 ft (12.5 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by North Carolina State Highway Commission. | 35.471132 | -82.885099 | US-276 | West Fork Pigeon River | Woodrow | Haywood County, North Carolina | North Carolina | United States | Concrete | T-Beam | Fixed | 0 | 3 | 0 | 0 | 1935 | 0 | Unknown | North Carolina State Highway Commission | 1 | 2 | 41 | 12.5 | 128 | 39.01 | 24.3 | 7.41 | https://historicbridges.org/northcarolina/woodrowbridge/little_woodrowbridge_brg_0087_small.jpg | https://historicbridges.org/northcarolina/woodrowbridge/little_woodrowbridge_brg_0087.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=northcarolina/woodrowbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.471132,-82.885099 | ||||||||||||||||
| 7696 | Biltmore Estate Bridge | Located on the famous Biltmore Estate is this rare all-brick arch bridge. The technical description of the main or most noteworthy span of the bridge is a brick arch, fixed. The bridge was primarily built by D.C. Weeks. The bridge was primarily designed by Richard Morris Hunt. | 35.532010 | -82.553390 | Winery Approach Road | Formalie Branch (Biltmore Estate Bass Pond) | Rural | Buncombe County, North Carolina | North Carolina | United States | Brick | Arch | Fixed | 0 | 1 | Elliptical | Deck | Arch | 0 | 0 | 1893 | 0 | D.C. Weeks | Richard Morris Hunt | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/northcarolina/biltmore/little_31785980787_ef417c3b9d_o_small.jpg | https://historicbridges.org/northcarolina/biltmore/little_31785980787_ef417c3b9d_o.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=northcarolina/biltmore/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.532010,-82.553390 | |||||||||||||
| 7697 | East Williamson Footbridge | Abandoned with the approach stairway removed, this footbridge appears to have connected the buildings of a railyard to a residential area of Williamson. The technical description of the main or most noteworthy span of the bridge is a metal wire cable suspension, fixed. The bridge was primarily built by Unknown. | 37.664380 | -82.267806 | Pedestrian Walkway | Railroad (Norfolk Southern) | Williamson | Mingo County, West Virginia | West Virginia | United States | Metal | Wire Cable | Suspension | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/wvirginia/eastwilliamsonfootbridge/little_eastwilliamsonfootbridge_brg_5286_7_8_small.jpg | https://historicbridges.org/wvirginia/eastwilliamsonfootbridge/little_eastwilliamsonfootbridge_brg_5286_7_8.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/eastwilliamsonfootbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.664380,-82.267806 | ||||||||||||||||
| 7698 | Thomas Bridge | Abandoned, deteriorated, and with piles of garbage on the deck, this bridge is sadly on the verge of collapse. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by New Columbus Bridge Company of Columbus, Ohio. | 36.507345 | -82.273258 | Old Thomas Bridge Road | Beaver Creek | Bluff City | Sullivan County, Tennessee | Tennessee | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 5 | 1898 | 0 | New Columbus Bridge Company of Columbus, Ohio | 7 | 7 | 100 | 30.48 | 171 | 52.12 | 13.8 | 4.21 | https://historicbridges.org/tennessee/thomasbridge/little_zimg_20201202_165704_small.jpg | https://historicbridges.org/tennessee/thomasbridge/little_zimg_20201202_165704.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/thomasbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.507345,-82.273258 | |||||||||||
| 7699 | NY-32 Moodna Creek Bridge | This traditional state highway through truss has a wide roadway and a bright red coat of paint. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by New York State Department of Public Works. | 41.433138 | -74.054163 | NY-32 | Moodna Creek | Cornwall | Orange County, New York | New York | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1937 | 1973 | Unknown | New York State Department of Public Works | 5 | 6 | 175 | 53.34 | 180 | 54.86 | 37.4 | 11.4 | https://historicbridges.org/newyork/ny32moodnacreekbridge/little_ny32moodnacreekbridge_8161_small.jpg | https://historicbridges.org/newyork/ny32moodnacreekbridge/little_ny32moodnacreekbridge_8161.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ny32moodnacreekbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.433138,-74.054163 | |||||||||||||
| 7700 | Livengood Ford Bridge | Orange County Bridge 55 | This is a small but unaltered and notable example of a Luten arch bridge. The technical description of the main or most noteworthy span of the bridge is a 38.7 ft (11.8 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by National Concrete Company of Indianapolis, Indiana. The bridge was primarily designed by Daniel Luten. | 38.512457 | -86.614646 | Old IN-145 | French Lick Creek | Rural | Orange County, Indiana | Indiana | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1910 | 0 | National Concrete Company of Indianapolis, Indiana | Daniel Luten | 6 | 7 | 38.7 | 11.8 | 43 | 13.11 | 13.5 | 4.11 | https://historicbridges.org/indiana/livengoodfordbridge/little_livengoodfordbridge_4031_2_3r_small.jpg | https://historicbridges.org/indiana/livengoodfordbridge/little_livengoodfordbridge_4031_2_3r.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/livengoodfordbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.512457,-86.614646 | |||||||||||||
| 7701 | New Discovery Road Bridge | Parke County Bridge 98 | This is one of several rare examples of curved chord through girders found only in Parke County, and no other county in Indiana. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete curved chord through girder, fixed. The bridge was primarily built by Unknown. | 39.744281 | -87.206983 | New Discovery Road (CR-160 South) | Williams Creek | Rural | Parke County, Indiana | Indiana | United States | Concrete | Curved Chord Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 50 | 15.24 | 54.8 | 16.7 | 18 | 5.49 | https://historicbridges.org/indiana/newdiscoveryroadbridge/little_newdiscoveryroadbridge_6407_8_9r_small.jpg | https://historicbridges.org/indiana/newdiscoveryroadbridge/little_newdiscoveryroadbridge_6407_8_9r.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/newdiscoveryroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.744281,-87.206983 | |||||||||||||||
| 7702 | Perrin Bridge | Parke County Bridge 34 | This is one of several rare examples of curved chord through girders found only in Parke County, and no other county in Indiana. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) concrete curved chord through girder, fixed. The bridge was primarily built by W. J. Nowling. | 39.709953 | -87.238084 | CR-400 South | Sunderland Branch (Little Raccoon Creek) | Rural | Parke County, Indiana | Indiana | United States | Concrete | Curved Chord Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1921 | 0 | W. J. Nowling | 6 | 7 | 40 | 12.19 | 45 | 13.72 | 15.7 | 4.79 | https://historicbridges.org/indiana/sunderlandbranchbridge/little_sunderlandbranchbridge_6374_5_6r_small.jpg | https://historicbridges.org/indiana/sunderlandbranchbridge/little_sunderlandbranchbridge_6374_5_6r.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/sunderlandbranchbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.709953,-87.238084 | |||||||||||||||
| 7703 | CR-122 South Bridge | Putnam County Bridge 202 | This is a multi-span pony truss also noted for a skew. The technical description of the main or most noteworthy span of the bridge is a 84 ft (25.6 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 39.485200 | -86.733796 | CR-122 South | Mill Creek | Rural | Putnam County, Indiana | Indiana | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 2 | 0 | 0 | 1930 | 0 | Unknown | 5 | 6 | 84 | 25.6 | 173 | 52.73 | 24 | 7.32 | https://historicbridges.org/indiana/millcreekbridgecr1200s/little_millcreekbridgecr1200s_4613a_small.jpg | https://historicbridges.org/indiana/millcreekbridgecr1200s/little_millcreekbridgecr1200s_4613a.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/millcreekbridgecr1200s/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.485200,-86.733796 | |||||||||||||
| 7704 | CR-300 South Bridge | Putnam County Bridge 154 | This is a traditional riveted pony truss. The technical description of the main or most noteworthy span of the bridge is a 84 ft (25.6 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 39.617646 | -86.786789 | CR-300 South | Deer Creek | Rural | Putnam County, Indiana | Indiana | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 1935 | 0 | Unknown | 5 | 5 | 84 | 25.6 | 88 | 26.82 | 24.3 | 7.41 | https://historicbridges.org/indiana/deercreekbridgecr300s/little_deercreekbridgecr300s_5093a_small.jpg | https://historicbridges.org/indiana/deercreekbridgecr300s/little_deercreekbridgecr300s_5093a.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/deercreekbridgecr300s/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.617646,-86.786789 | |||||||||||||
| 7705 | Taconic State Parkway Southbound New Croton Reservoir Bridge | This truss bridge was built to create a one-way couplet with an existing historic bridge and provide separate bridges for northbound and southbound traffic. The technical description of the main or most noteworthy span of the bridge is a 400 ft (121.92 m) metal continuous bolt-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 41.238849 | -73.817723 | Taconic State Parkway (Southbound) (NY-987G) | New Croton Reservoir | Rural | Westchester County, New York | New York | United States | Metal | Warren | Bolt-Connected | Deck | Truss | Fixed | 16 | Continuous | 5 | 0 | 0 | 1972 | 0 | Unknown | 2 | 2 | 400 | 121.92 | 1363 | 415.44 | 40.4 | 12.31 | https://historicbridges.org/newyork/taconicstateparkwaydecktruss/little_taconicstateparkwaydecktruss_8458_small.jpg | https://historicbridges.org/newyork/taconicstateparkwaydecktruss/little_taconicstateparkwaydecktruss_8458.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/taconicstateparkwaydecktruss/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.238849,-73.817723 | |||||||||||||
| 7706 | NY-129 Bridge | This is a very late example of a concrete rigid-frame overpass bridge in New York State. The technical description of the main or most noteworthy span of the bridge is a 54 ft (16.46 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 41.239793 | -73.812919 | NY-129 | Taconic State Parkway (Northbound) (NY-987G) | Rural | Westchester County, New York | New York | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1968 | 0 | Unknown | 2 | 2 | 54 | 16.46 | 64 | 19.51 | 28 | 8.53 | https://historicbridges.org/newyork/taconicstateparkway129/little_taconicstateparkway129_8071_small.jpg | https://historicbridges.org/newyork/taconicstateparkway129/little_taconicstateparkway129_8071.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/taconicstateparkway129/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.239793,-73.812919 | |||||||||||||||||
| 7707 | Cleft Ridge Arch | This ancient stone arch bridge is also noted for its very ornamental details. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Calvert Vaux. | 40.659939 | -73.964910 | Well House Drive | Pedestrian Walkway | New York | Brooklyn, New York | New York | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1872 | 0 | Unknown | Calvert Vaux | 9 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/ppcleftridgearch/little_ppcleftridgearch_9604_5_6vr_stitch2_small.jpg | https://historicbridges.org/newyork/ppcleftridgearch/little_ppcleftridgearch_9604_5_6vr_stitch2.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ppcleftridgearch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.659939,-73.964910 | ||||||||||||||
| 7708 | Nethermead Arch | This stone arch bridge is buried in a wooded area, but is noted for its impressive brick underside that people walking under it can enjoy. The technical description of the main or most noteworthy span of the bridge is a 27 ft (8.23 m) stone and brick Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 40.662352 | -73.969069 | Center Drive | The Ambergill, Pedestrian Walkway | New York | Brooklyn, New York | New York | United States | Stone and Brick | Segmental | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1870 | 0 | Unknown | 8 | 8 | 27 | 8.23 | 119 | 36.27 | 34.5 | 10.52 | https://historicbridges.org/newyork/ppnethermeadarch/little_ppnethermeadarch_9178_79_80vr_small.jpg | https://historicbridges.org/newyork/ppnethermeadarch/little_ppnethermeadarch_9178_79_80vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ppnethermeadarch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.662352,-73.969069 | |||||||||||||||
| 7709 | Culver Viaduct 3rd Avenue Overpass | This is one of the larger spans of this section of elevated railroad, which required a truss span. The technical description of the main or most noteworthy span of the bridge is a 84 ft (25.6 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 40.671028 | -73.991316 | Railroad (New York Subway, F Line and G Line) | 3rd Avenue | New York | Brooklyn, New York | New York | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1933 | 0 | Unknown | 6 | 5 | 84 | 25.6 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/3rdavenueoverpass/little_3rdavenueoverpass_0382_3_4vr_small.jpg | https://historicbridges.org/newyork/3rdavenueoverpass/little_3rdavenueoverpass_0382_3_4vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/3rdavenueoverpass/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.671028,-73.991316 | ||||||||||||||
| 7710 | Winding Road Bridge | This bridge is an excellent representative example of a 1950s steel stringer bridge, noted for its lack of alteration including original railings. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. | 41.107550 | -76.362120 | Winding Road (PA-1020) | Fishing Creek | Rural | Columbia County, Pennsylvania | Pennsylvania | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | 1955 | 1976 | Unknown | Pennsylvania State Highway Department | 3 | 3 | 60 | 18.29 | 126 | 38.4 | 24.3 | 7.41 | https://historicbridges.org/pennsylvania/windingroadbridge/little_windingroadbridge_4774_small.jpg | https://historicbridges.org/pennsylvania/windingroadbridge/little_windingroadbridge_4774.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/windingroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.107550,-76.362120 | ||||||||||||||||
| 7711 | Winding Road Bridge | This is an increasingly rare example of an unaltered highway plate girder in Pennsylvania. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) concrete through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. | 41.130935 | -76.302606 | Winding Road (PA-1020) | Pine Creek | Rural | Columbia County, Pennsylvania | Pennsylvania | United States | Concrete | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1940 | 0 | Unknown | Pennsylvania State Highway Department | 4 | 4 | 90 | 27.43 | 92 | 28.04 | 24.3 | 7.41 | https://historicbridges.org/pennsylvania/windingroadbridge2/little_windingroadbridge2_5020_small.jpg | https://historicbridges.org/pennsylvania/windingroadbridge2/little_windingroadbridge2_5020.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/windingroadbridge2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.130935,-76.302606 | |||||||||||||||
| 7712 | Dunlaps Creek Railroad Bridge | This is a small, simple concrete arch railroad bridge, located in the shadow of other historic bridges in the area. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 40.021879 | -79.888485 | Railroad (CSX) | Dunlaps Creek | Brownsville | Fayette County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1910 | 0 | Unknown | 2 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/brownsvillerailroad/little_brownsvillerailroad_1177_small.jpg | https://historicbridges.org/pennsylvania/brownsvillerailroad/little_brownsvillerailroad_1177.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/brownsvillerailroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.021879,-79.888485 | |||||||||||||||
| 7713 | Woolslayer Bridge | Stormsford Bridge | This genuine historic truss bridge, a notable product of the Penn Bridge Company, has been hidden and diminished by the addition of a fake wooden covering. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania. | 40.804037 | -80.240200 | Brush Creek Park Trail | Brush Creek | Rural | Beaver County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1890 | 1974 | Penn Bridge Company of Beaver Falls, Pennsylvania | 7 | 7 | 75 | 22.86 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/woolslayerbridge/little_woolslayerbridge_6271_2_3vib_small.jpg | https://historicbridges.org/pennsylvania/woolslayerbridge/little_woolslayerbridge_6271_2_3vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/woolslayerbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.804037,-80.240200 | |||||||||||||
| 7714 | Charles River Railroad Bridge | This is a heavy duty concrete arch bridge built to carry multiple sets of tracks. The technical description of the main or most noteworthy span of the bridge is a 76 ft (23.16 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 42.340678 | -71.257009 | Railroad (MBTA Worcester Line) | Charles River | Newton | Middlesex County, Massachusetts | Massachusetts | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1916 | 0 | Unknown | 5 | 5 | 76 | 23.16 | 218.5 | 66.6 | 62 | 18.9 | https://historicbridges.org/massachusetts/charlesriverrailroadbridge/little_charlesriverrailroadbridge_4030_1_2vib_small.jpg | https://historicbridges.org/massachusetts/charlesriverrailroadbridge/little_charlesriverrailroadbridge_4030_1_2vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/charlesriverrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.340678,-71.257009 | |||||||||||||||
| 7715 | Boylston Street Overpass | This is a good representative example of a fairly early concrete, stone faced rigid-frame bridge. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 42.316975 | -71.226918 | Boylston Street (MA-9) | Quinobequin Road (Ellis Street) | Newton | Middlesex County, Massachusetts | Massachusetts | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1930 | 0 | Unknown | 3 | 4 | 50 | 15.24 | 59 | 17.98 | 54.1 | 16.49 | https://historicbridges.org/massachusetts/boylstonstreetoverpass/little_boylstonstreetoverpass_0138_39_40vib_small.jpg | https://historicbridges.org/massachusetts/boylstonstreetoverpass/little_boylstonstreetoverpass_0138_39_40vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/boylstonstreetoverpass/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.316975,-71.226918 | |||||||||||||||||
| 7716 | Embankment Road Westbound Offramp Bridge | This unusual curved ramp bridge consists of stepped plate girders. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 42.362337 | -71.071790 | Embankment Road Westbound Offramp | Embankment Road | Boston | Suffolk County, Massachusetts | Massachusetts | United States | Metal | Through | Girder | Fixed | 0 | 7 | 0 | 0 | 1951 | 1996 | Unknown | 4 | 4 | 110 | 33.53 | 496 | 151.18 | 30 | 9.14 | https://historicbridges.org/massachusetts/charlescircle/little_charlescircle_2473_small.jpg | https://historicbridges.org/massachusetts/charlescircle/little_charlescircle_2473.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/charlescircle/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.362337,-71.071790 | ||||||||||||||||
| 7717 | Millard E. Tydings Memorial Bridge | This is a later, but extremely long example of a cantilever deck truss. The technical description of the main or most noteworthy span of the bridge is a 490 ft (149.35 m) metal bolt-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. | 39.581388 | -76.104492 | I-95 | Susquehanna River and Railroad | Havre de Grace | Harford County, Maryland and Cecil County, Maryland | Maryland | United States | Metal | Pratt | Bolt-Connected | Deck | Truss | Fixed | 0 | 11 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 1962 | 1988 | Unknown | 6 | 6 | 490 | 149.35 | 5061 | 1542.59 | 80 | 24.38 | https://historicbridges.org/maryland/millardetydingsmemorialbridge/little_millardetydingsmemorialbridge_0981_2_3vib_small.jpg | https://historicbridges.org/maryland/millardetydingsmemorialbridge/little_millardetydingsmemorialbridge_0981_2_3vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/millardetydingsmemorialbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.581388,-76.104492 | |||||||||||
| 7718 | Pine Creek Rail Trail Bridge 1 | Tomb Bridge | Located on a rail-trail in a scenic mountainous setting, this is one of several stunning historic truss bridges on the rail-trail. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 41.239550 | -77.333360 | Railroad (Pine Creek Rail Trail) | Pine Creek | Rural | Lycoming County, Pennsylvania | Pennsylvania | United States | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 10 | 3 | 0 | 0 | 1902 | 0 | American Bridge Company of New York, New York | 7 | 7 | 160 | 48.77 | 480 | 146.3 | 0 | 0 | https://historicbridges.org/pennsylvania/pinecreekrr1/little_pinecreekrr1_0514_5_6v_small.jpg | https://historicbridges.org/pennsylvania/pinecreekrr1/little_pinecreekrr1_0514_5_6v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pinecreekrr1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.239550,-77.333360 | |||||||||||||
| 7719 | Pine Creek Rail Trail Bridge 2 | Ramsey Bridge | Located on a rail-trail in a scenic mountainous setting, this is one of several stunning historic truss bridges on the rail-trail. The technical description of the main or most noteworthy span of the bridge is a 155 ft (47.24 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 41.283150 | -77.322180 | Railroad (Pine Creek Rail Trail) | Pine Creek | Rural | Lycoming County, Pennsylvania | Pennsylvania | United States | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 10 | 3 | 0 | 0 | 1902 | 0 | American Bridge Company of New York, New York | 7 | 7 | 155 | 47.24 | 470 | 143.26 | 0 | 0 | https://historicbridges.org/pennsylvania/pinecreekrr2/little_pinecreekrr2_0586_small.jpg | https://historicbridges.org/pennsylvania/pinecreekrr2/little_pinecreekrr2_0586.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pinecreekrr2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.283150,-77.322180 | |||||||||||||
| 7720 | Pine Creek Rail Trail Bridge 3 | Waterville Railroad Bridge | Located on a rail-trail in a scenic mountainous setting, this is one of several stunning historic truss bridges on the rail-trail. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 41.309150 | -77.362860 | Railroad (Pine Creek Rail Trail) | Little Pine Creek | Rural | Lycoming County, Pennsylvania | Pennsylvania | United States | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 10 | 2 | 0 | 0 | 1902 | 0 | American Bridge Company of New York, New York | 7 | 7 | 150 | 45.72 | 300 | 91.44 | 0 | 0 | https://historicbridges.org/pennsylvania/pinecreekrr3/little_pinecreekrr3_0742_small.jpg | https://historicbridges.org/pennsylvania/pinecreekrr3/little_pinecreekrr3_0742.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pinecreekrr3/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.309150,-77.362860 | |||||||||||||
| 7721 | Pine Creek Rail Trail Bridge 4 | Cedar Run Bridge | Located on a rail-trail in a scenic mountainous setting, this is one of several stunning historic truss bridges on the rail-trail. The technical description of the main or most noteworthy span of the bridge is a 135 ft (41.15 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 41.527080 | -77.438950 | Railroad (Pine Creek Rail Trail) | Pine Creek | Rural | Lycoming County, Pennsylvania | Pennsylvania | United States | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 8 | 3 | 0 | 0 | 1902 | 0 | American Bridge Company of New York, New York | 7 | 7 | 135 | 41.15 | 420 | 128.02 | 0 | 0 | https://historicbridges.org/pennsylvania/pinecreekrr5/little_pinecreekrr5_1624_5_6v_small.jpg | https://historicbridges.org/pennsylvania/pinecreekrr5/little_pinecreekrr5_1624_5_6v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pinecreekrr5/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.527080,-77.438950 | |||||||||||||
| 7722 | Roaring Branch Bridge | This classic pin-connected pony truss has been altered by the addition of a load-bearing arch to the trusses. The technical description of the main or most noteworthy span of the bridge is a 61 ft (18.59 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. | 41.562570 | -76.954740 | Bridge Street (TR-860) | Lycoming Creek | Rural | Lycoming County, Pennsylvania, and Tioga County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 61 | 18.59 | 70 | 21.34 | 13 | 3.96 | https://historicbridges.org/pennsylvania/roaringbranch/little_roaringbranch_2371_small.jpg | https://historicbridges.org/pennsylvania/roaringbranch/little_roaringbranch_2371.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/roaringbranch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.562570,-76.954740 | ||||||||||||||
| 7723 | Pleasant Stream Road Bridge | This is an unaltered example of a county-designed 1930s truss bridge, and as such it differs in design from state designs in use at the same time. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by E. C. Williams. The bridge was primarily designed by Mark C. Krause. | 41.475870 | -76.980130 | Pleasant Stream Road (TR-665) | Lycoming Creek | Rural | Lycoming County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1937 | 1961 | E. C. Williams | Mark C. Krause | 5 | 5 | 100 | 30.48 | 104 | 31.7 | 20 | 6.1 | https://historicbridges.org/pennsylvania/pleasantstreamroad/little_pleasantstreamroad_2680_1_2v_small.jpg | https://historicbridges.org/pennsylvania/pleasantstreamroad/little_pleasantstreamroad_2680_1_2v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pleasantstreamroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.475870,-76.980130 | |||||||||||||
| 7724 | Montour Park Bridge | This abandoned bridge has the distinctive details indicating it is an extremely early surviving example of a pin-connected Pratt truss. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 40.462250 | -80.161010 | Abandoned Road | Montour Run | Robinson Township and Moon Township | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Wrought Iron Bridge Company of Canton, Ohio | 8 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/montourrun/little_img_20180725_114522_small.jpg | https://historicbridges.org/pennsylvania/montourrun/little_img_20180725_114522.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/montourrun/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.462250,-80.161010 | ||||||||||||||
| 7725 | Cogan Station Bridge | This classic state standard through truss has been nicely rehabilitated. The technical description of the main or most noteworthy span of the bridge is a 206 ft (62.79 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. | 41.319930 | -77.092260 | PA-973 | Lycoming Creek | Perryville | Lycoming County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1941 | 2012 | Unknown | Pennsylvania State Highway Department | 7 | 7 | 206 | 62.79 | 211 | 64.31 | 23 | 7.01 | https://historicbridges.org/pennsylvania/coganstation/little_coganstation_2851_small.jpg | https://historicbridges.org/pennsylvania/coganstation/little_coganstation_2851.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/coganstation/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.319930,-77.092260 | |||||||||||||
| 7726 | Wheeling Creek Railroad Bridge | This abandoned bridge is a fairly lightweight railroad deck truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. | 40.080161 | -80.720148 | Railroad (Abandoned Wheeling Terminal Railway) | Wheeling Creek and McColloch Street | Wheeling | Ohio County, West Virginia | West Virginia | United States | Metal | Pratt | Pin-Connected | Deck | Truss | Fixed | 5 | 2 | Metal | Deck | Girder | Fixed | 0 | 1 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/wvirginia/wheelingcreekrailroadbridge/little_img_20191104_142754_small.jpg | https://historicbridges.org/wvirginia/wheelingcreekrailroadbridge/little_img_20191104_142754.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/wheelingcreekrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.080161,-80.720148 | ||||||||||
| 7727 | Lickdale Road Bridge | This state standard pony truss is noted for its two-span configuration and its skew. The technical description of the main or most noteworthy span of the bridge is a 115 ft (35.05 m) metal rivet-connected Parker pony truss, fixed. The bridge was primarily built by H. R. Miller Company. The bridge was primarily designed by Pennsylvania State Highway Department. | 40.452510 | -76.508514 | Lickdale Road (PA-1020) | Swatara Creek | Rural | Lebanon County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Rivet-Connected | Pony | Truss | Fixed | 8 | 2 | 0 | 0 | 1932 | 1996 | H. R. Miller Company | Pennsylvania State Highway Department | 5 | 6 | 115 | 35.05 | 236 | 71.93 | 22.3 | 6.8 | https://historicbridges.org/pennsylvania/lickdaleroadbridge/little_lickdaleroadbridge_5091_small.jpg | https://historicbridges.org/pennsylvania/lickdaleroadbridge/little_lickdaleroadbridge_5091.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/lickdaleroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.452510,-76.508514 | |||||||||||||
| 7729 | Broadway Street Bridge | This is an uncommon small-scale example of an open spandrel concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Charles E. Walton of Pottsville, Pennsylvania. | 40.633307 | -76.174000 | Broadway Street | Schuylkill River | Schuylkill Haven | Schuylkill County, Pennsylvania | Pennsylvania | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1930 | 0 | Charles E. Walton of Pottsville, Pennsylvania | 6 | 6 | 70 | 21.34 | 158 | 48.16 | 21 | 6.4 | https://historicbridges.org/pennsylvania/broadwaybridge/little_img_20191102_124308_small.jpg | https://historicbridges.org/pennsylvania/broadwaybridge/little_img_20191102_124308.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/broadwaybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.633307,-76.174000 | |||||||||||||||
| 7730 | Little Lehigh Creek Railroad Bridge | This uncommon riveted railroad pony truss bridge has been abandoned for a long time. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Unknown. | 40.599886 | -75.462778 | Railroad (Abandoned Lehigh Valley Railroad) | Little Lehigh Creek | Allentown | Lehigh County, Pennsylvania | Pennsylvania | United States | Metal | Double-Intersection Warren | Rivet-Connected | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/littlelehighcreekrailroadbridge/little_littlelehighcreekrailroadbridge_7095_small.jpg | https://historicbridges.org/pennsylvania/littlelehighcreekrailroadbridge/little_littlelehighcreekrailroadbridge_7095.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/littlelehighcreekrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.599886,-75.462778 | ||||||||||||||
| 7731 | Hecla Bridge | This is a traditional example of a small scale closed spandrel arch bridge. The technical description of the main or most noteworthy span of the bridge is a 53 ft (16.15 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Charles E. Walton of Pottsville, Pennsylvania. | 40.701949 | -75.993312 | Schuylkill Road (PA-2022) | Little Schuylkill River | Hecla | Schuylkill County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1927 | 0 | Charles E. Walton of Pottsville, Pennsylvania | 5 | 5 | 53 | 16.15 | 112 | 34.14 | 24 | 7.32 | https://historicbridges.org/pennsylvania/hecla/little_hecla_6312_3_4vib_small.jpg | https://historicbridges.org/pennsylvania/hecla/little_hecla_6312_3_4vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/hecla/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.701949,-75.993312 | |||||||||||||||
| 7732 | Swopes Valley Road Bridge | This is a traditional example of a small scale closed spandrel arch bridge. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 40.522653 | -76.467956 | Swopes Valley Road (TR-391) | Swatara Creek | Rural | Schuylkill County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1933 | 0 | Unknown | 5 | 5 | 65 | 19.81 | 136 | 41.45 | 24.6 | 7.5 | https://historicbridges.org/pennsylvania/swopesvalleyroadbridge/little_img_20191102_120117_small.jpg | https://historicbridges.org/pennsylvania/swopesvalleyroadbridge/little_img_20191102_120117.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/swopesvalleyroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.522653,-76.467956 | |||||||||||||||
| 7733 | Columbia Street Bridge | This is a traditional example of a small scale closed spandrel arch bridge. The technical description of the main or most noteworthy span of the bridge is a 66 ft (20.12 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Concrete Steel Bridge Company of Clarksburg, West Virginia. | 40.624053 | -76.174780 | Columbia Street (PA-443) | Schuylkill River | Schuylkill Haven | Schuylkill County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1921 | 0 | Concrete Steel Bridge Company of Clarksburg, West Virginia | 5 | 5 | 66 | 20.12 | 137 | 41.76 | 22.3 | 6.8 | https://historicbridges.org/pennsylvania/schuylkillhaven/little_schuylkillhaven_5778_79_80vr_small.jpg | https://historicbridges.org/pennsylvania/schuylkillhaven/little_schuylkillhaven_5778_79_80vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/schuylkillhaven/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.624053,-76.174780 | |||||||||||||||
| 7734 | PA-895 Bridge | This is a traditional example of a small scale closed spandrel arch bridge. The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Walter H. Drawbaugh of Dover, Pennsylvania. | 40.543277 | -76.382929 | PA-895 (Wood Street, Rock Road) | Swatara Creek | Pine Grove | Schuylkill County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1934 | 0 | Walter H. Drawbaugh of Dover, Pennsylvania | 5 | 5 | 64 | 19.51 | 131 | 39.93 | 25 | 7.62 | https://historicbridges.org/pennsylvania/pa895/little_pa895_5652_3_4vr_small.jpg | https://historicbridges.org/pennsylvania/pa895/little_pa895_5652_3_4vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pa895/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.543277,-76.382929 | |||||||||||||||
| 7735 | PA-443 Bridge | This bridge appears to have been a Luten arch bridge which was widened using a standard county arch and railing design on one side. The technical description of the main or most noteworthy span of the bridge is a 98 ft (29.87 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 40.564905 | -76.368412 | PA-443 | South Branch Swatara Creek | Rural | Schuylkill County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1920 | 1956 | Unknown | 5 | 5 | 98 | 29.87 | 103 | 31.39 | 26.6 | 8.11 | https://historicbridges.org/pennsylvania/pa443/little_pa443_5709_10_11vr_small.jpg | https://historicbridges.org/pennsylvania/pa443/little_pa443_5709_10_11vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pa443/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.564905,-76.368412 | |||||||||||||||
| 7736 | ! | Walnut Street Bridge | This somewhat high level plate girder bridge is noted for its concrete approach spans. The technical description of the main or most noteworthy span of the bridge is a 88 ft (26.82 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 40.751721 | -75.606004 | Walnut Street | Trout Creek and Factory Street | Slatington | Lehigh County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 2 | Concrete | Stringer (Multi-Beam) | Fixed | 0 | 3 | 1925 | 0 | Unknown | 4 | 6 | 88 | 26.82 | 302 | 92.05 | 20 | 6.1 | https://historicbridges.org/pennsylvania/slatington/little_img_20191102_142742_small.jpg | https://historicbridges.org/pennsylvania/slatington/little_img_20191102_142742.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/slatington/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.751721,-75.606004 | ||||||||||||
| 7737 | Ohio Road Bridge | This small stone arch bridge has been preserved in place for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 40.620253 | -75.384169 | Ohio Road | Monocacy Creek | Bethlehem | Northampton County, Pennsylvania and Lehigh County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/ohioroadbridge/little_ohioroadbridge_8019_20_21vr_small.jpg | https://historicbridges.org/pennsylvania/ohioroadbridge/little_ohioroadbridge_8019_20_21vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/ohioroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.620253,-75.384169 | |||||||||||||||
| 7738 | Kentucky Avenue Bridge | Marion County Bridge 3110 | This is a large multi-span concrete arch bridge that has lost its original railings. The technical description of the main or most noteworthy span of the bridge is a 147 ft (44.81 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Mead-Balch Construction of Indianapolis, Indiana. | 39.756521 | -86.173483 | Kentucky Avenue | White River | Indianapolis | Marion County, Indiana | Indiana | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 7 | 0 | 0 | 1925 | 1983 | Mead-Balch Construction of Indianapolis, Indiana | 6 | 6 | 147 | 44.81 | 959 | 292.3 | 56.4 | 17.19 | https://historicbridges.org/indiana/kentuckyavenuewhiteriverbridge/little_kentuckyavenuewhiteriverbridge_3915_6_7vib_small.jpg | https://historicbridges.org/indiana/kentuckyavenuewhiteriverbridge/little_kentuckyavenuewhiteriverbridge_3915_6_7vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/kentuckyavenuewhiteriverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.756521,-86.173483 | ||||||||||||||
| 7739 | Reelsville Bridge | Putnam County Bridge 159 | This uncommon rural open spandrel variation of a Luten arch bridge was bypassed and preserved in place. The technical description of the main or most noteworthy span of the bridge is a 128 ft (39.01 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Luten Engineering Company of Indianapolis, Indiana. The bridge was primarily designed by Daniel Luten. | 39.554773 | -86.963732 | CR-625 West | Big Walnut Creek | Rural | Putnam County, Indiana | Indiana | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1927 | 2007 | Luten Engineering Company of Indianapolis, Indiana | Daniel Luten | 6 | 7 | 128 | 39.01 | 171 | 52.12 | 16.7 | 5.09 | https://historicbridges.org/indiana/reelsvillebridge/little_reelsvillebridge_5708_09_10v_small.jpg | https://historicbridges.org/indiana/reelsvillebridge/little_reelsvillebridge_5708_09_10v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/reelsvillebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.554773,-86.963732 | |||||||||||||
| 7740 | Morris Street Bridge | Marion County Bridge 3108 | This is a later example of a Luten arch bridge, and it is in good condition, although the railings on it are not original. The technical description of the main or most noteworthy span of the bridge is a 137.5 ft (41.91 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by National Concrete Company of Indianapolis, Indiana. The bridge was primarily designed by Daniel Luten. | 39.751535 | -86.174573 | Morris Street | White River | Indianapolis | Marion County, Indiana | Indiana | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 5 | 0 | 0 | 1928 | 2010 | National Concrete Company of Indianapolis, Indiana | Daniel Luten | 5 | 6 | 137.5 | 41.91 | 653 | 199.03 | 64 | 19.51 | https://historicbridges.org/indiana/morrisstreetbridge/little_morrisstreetbridge_3864_5_6vib_small.jpg | https://historicbridges.org/indiana/morrisstreetbridge/little_morrisstreetbridge_3864_5_6vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/morrisstreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.751535,-86.174573 | |||||||||||||
| 7741 | White River Railroad Bridge | At this location, two traditional riveted deck plate girder railroad bridges cross the river. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal deck girder, fixed. The bridge was primarily built by Unknown. | 39.763779 | -86.173220 | Railroad (Former Pennsylvania Railroad) | White River | Indianapolis | Marion County, Indiana | Indiana | United States | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 100 | 30.48 | 665 | 202.69 | 0 | 0 | https://historicbridges.org/indiana/whiteriverrailroadbridge/little_whiteriverrailroadbridge_3951_2_3vib_small.jpg | https://historicbridges.org/indiana/whiteriverrailroadbridge/little_whiteriverrailroadbridge_3951_2_3vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/whiteriverrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.763779,-86.173220 | ||||||||||||||||
| 7742 | Lincoln Way Bridge | This tiny stone arch is located on the historic Lincoln Highway, and is handsomely proportioned with keystones and ornate railings. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 41.664670 | -86.236650 | Lincoln Way (Historic Lincoln Highway) | Bowman Creek | South Bend | St. Joseph County, Indiana | Indiana | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/indiana/lincolnwaystonearch/little_lincolnwaystonearch485_small.jpg | https://historicbridges.org/indiana/lincolnwaystonearch/little_lincolnwaystonearch485.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/lincolnwaystonearch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.664670,-86.236650 | |||||||||||||||
| 7743 | Kentucky Avenue Eagle Creek Bridge | Marion County Bridge 3111 | This later example of a concrete arch bridge has lost its original railings. The technical description of the main or most noteworthy span of the bridge is a 69.6 ft (21.21 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 39.736704 | -86.196662 | Kentucky Avenue | Eagle Creek | Indianapolis | Marion County, Indiana | Indiana | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1935 | 2002 | Unknown | 5 | 4 | 69.6 | 21.21 | 205 | 62.48 | 54.5 | 16.61 | https://historicbridges.org/indiana/kentuckyavenueeaglecreekbridge/little_kentuckyavenueeaglecreekbridge_3255_6_7vr_small.jpg | https://historicbridges.org/indiana/kentuckyavenueeaglecreekbridge/little_kentuckyavenueeaglecreekbridge_3255_6_7vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/kentuckyavenueeaglecreekbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.736704,-86.196662 | ||||||||||||||
| 7744 | Ferry Street Bridge | Wabash County Bridge 505 | This is one of the only known surviving examples of a bridge using the patented Kahn type of trussed rebar. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by John A. Ross. The bridge was primarily designed by Trussed Concrete Steel Company of Detroit, Michigan and John Hilty. | 40.801357 | -85.833970 | Ferry Street | Charley Creek and Vermont Street | Wabash | Wabash County, Indiana | Indiana | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1905 | 0 | John A. Ross | Trussed Concrete Steel Company of Detroit, Michigan and John Hilty | 8 | 8 | 75 | 22.86 | 238 | 72.54 | 26 | 7.92 | https://historicbridges.org/indiana/ferrystreetbridge/little_ferrystreetbridge_3962a_small.jpg | https://historicbridges.org/indiana/ferrystreetbridge/little_ferrystreetbridge_3962a.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/ferrystreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.801357,-85.833970 | |||||||||||||
| 7745 | Huntington Street Bridge | Wabash County Bridge 506 | This concrete arch bridge was designed by a noteworthy regional engineer. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Janse Brothers, Boomer, Crain and Howe of Detroit, Michigan. The bridge was primarily designed by Asa Waters Grosvenor of Fort Wayne, Indiana. | 40.793705 | -85.816099 | Huntington Street | Wabash River | Wabash | Wabash County, Indiana | Indiana | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 6 | 0 | 0 | 1995 | 0 | Janse Brothers, Boomer, Crain and Howe of Detroit, Michigan | Asa Waters Grosvenor of Fort Wayne, Indiana | 6 | 6 | 100 | 30.48 | 695 | 211.84 | 26 | 7.92 | https://historicbridges.org/indiana/huntingtonstreetbridge/little_huntingtonstreetbridge_4115_6_7r_small.jpg | https://historicbridges.org/indiana/huntingtonstreetbridge/little_huntingtonstreetbridge_4115_6_7r.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/huntingtonstreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.793705,-85.816099 | |||||||||||||
| 7746 | Wabash Railroad Bridge | This traditional deck plate girder bridge is noted for its curved design. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal deck girder, fixed. The bridge was primarily built by Unknown. | 40.795124 | -85.813994 | Railroad (Norfolk Southern) | Wabash River | Wabash | Wabash County, Indiana | Indiana | United States | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | 1907 | 0 | Unknown | 3 | 3 | 100 | 30.48 | 705 | 214.88 | 0 | 0 | https://historicbridges.org/indiana/wabashrailroadbridge/little_wabashrailroadbridge_4190a_small.jpg | https://historicbridges.org/indiana/wabashrailroadbridge/little_wabashrailroadbridge_4190a.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/wabashrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.795124,-85.813994 | ||||||||||||||||
| 7747 | CR-600 East Bridge | Shelby County Bridge 134 | This is a small two span stone arch bridge in a rural location. The technical description of the main or most noteworthy span of the bridge is a 15.7 ft (4.79 m) stone Segmental deck arch, fixed. The bridge was primarily built by William Avery and Joseph Eck. | 39.435134 | -85.666773 | CR-600 East | Deer Creek | Rural | Shelby County, Indiana | Indiana | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1892 | 0 | William Avery and Joseph Eck | 6 | 6 | 15.7 | 4.79 | 56 | 17.07 | 18.7 | 5.7 | https://historicbridges.org/indiana/deercreekcr600ebridge/little_deercreekcr600ebridge_6063_4_5vr_small.jpg | https://historicbridges.org/indiana/deercreekcr600ebridge/little_deercreekcr600ebridge_6063_4_5vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/deercreekcr600ebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.435134,-85.666773 | ||||||||||||||
| 7748 | CR-650 North Bridge | Decatur County Bridge 33 | This is a multi-span arch bridge with a combination of span types. The technical description of the main or most noteworthy span of the bridge is a 39 ft (11.89 m) stone Segmental deck arch, fixed. The bridge was primarily built by Samuel A. Hodson and Joseph M. Mathews. | 39.431109 | -85.546807 | CR-650 North | Little Flatrock River | Rural | Decatur County, Indiana | Indiana | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 4 | 0 | 0 | 1903 | 0 | Samuel A. Hodson and Joseph M. Mathews | 6 | 6 | 39 | 11.89 | 134 | 40.84 | 23.6 | 7.19 | https://historicbridges.org/indiana/littleflatrockrivercr650nbridge/little_img_20190921_191618_small.jpg | https://historicbridges.org/indiana/littleflatrockrivercr650nbridge/little_img_20190921_191618.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/littleflatrockrivercr650nbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.431109,-85.546807 | ||||||||||||||
| 7749 | Garfield Park Bridge | Marion County Bridge 3229 | This small stone arch bridge in a park setting is noted for its attractive railing and arched deck. The technical description of the main or most noteworthy span of the bridge is a 39.4 ft (12.01 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 39.734423 | -86.145831 | Pedestrian Walkway | Bean Creek | Indianapolis | Marion County, Indiana | Indiana | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1907 | 1981 | Unknown | 5 | 6 | 39.4 | 12.01 | 40 | 12.19 | 24.6 | 7.5 | https://historicbridges.org/indiana/garfieldparkbeancreekbridge/little_img_20190921_152401_small.jpg | https://historicbridges.org/indiana/garfieldparkbeancreekbridge/little_img_20190921_152401.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/garfieldparkbeancreekbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.734423,-86.145831 | ||||||||||||||
| 7750 | Pagoda Drive Bridge | Marion County Bridge 3220 | This is one of several historic arch bridges located in Garfield Park. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Todd and Reid of Indianapolis, Indiana. The bridge was primarily designed by John L. Elliott. | 39.730652 | -86.142677 | Pagoda Drive | Bean Creek | Indianapolis | Marion County, Indiana | Indiana | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1923 | 0 | Todd and Reid of Indianapolis, Indiana | John L. Elliott | 5 | 6 | 40 | 12.19 | 45 | 13.72 | 23 | 7.01 | https://historicbridges.org/indiana/garfieldparkbeancreekpagodard/little_img_20190921_153553_small.jpg | https://historicbridges.org/indiana/garfieldparkbeancreekpagodard/little_img_20190921_153553.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/garfieldparkbeancreekpagodard/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.730652,-86.142677 | |||||||||||||
| 7751 | Conservatory Drive Bridge | This is a graceful arched bridge with a deck that is also arched, and it has brick detailing on the concrete. The technical description of the main or most noteworthy span of the bridge is a 71 ft (21.64 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by H. F. Hackerdorn. | 39.736225 | -86.147456 | Conservatory Drive | Pleasant Run | Indianapolis | Marion County, Indiana | Indiana | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1907 | 0 | H. F. Hackerdorn | 5 | 6 | 71 | 21.64 | 74.2 | 22.62 | 19.4 | 5.91 | https://historicbridges.org/indiana/garfieldparkconservatorydrivebridge/little_garfieldparkconservatorydrivebridge_4191_small.jpg | https://historicbridges.org/indiana/garfieldparkconservatorydrivebridge/little_garfieldparkconservatorydrivebridge_4191.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/garfieldparkconservatorydrivebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.736225,-86.147456 | |||||||||||||||
| 7752 | Garfield Park Bridge | This is one of several historic arch bridges in and around Garfield Park. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Todd and Reid of Indianapolis, Indiana. The bridge was primarily designed by John L. Elliott. | 39.732823 | -86.144619 | Garfield Park Road | Bean Creek | Indianapolis | Marion County, Indiana | Indiana | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1923 | 0 | Todd and Reid of Indianapolis, Indiana | John L. Elliott | 5 | 6 | 40 | 12.19 | 45 | 13.72 | 33.8 | 10.3 | https://historicbridges.org/indiana/garfieldparkbeancreekroadbridge/little_img_20190921_152909_small.jpg | https://historicbridges.org/indiana/garfieldparkbeancreekroadbridge/little_img_20190921_152909.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/garfieldparkbeancreekroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.732823,-86.144619 | ||||||||||||||
| 7753 | Southern Avenue Bridge | Marion County Bridge 3221 | This is one of several historic arch bridges in and around Garfield Park. The technical description of the main or most noteworthy span of the bridge is a 53.8 ft (16.4 m) concrete (stone faced) deck arch, fixed. The bridge was primarily built by T. Frazier. | 39.730031 | -86.141860 | Southern Avenue | Bean Creek | Indianapolis | Marion County, Indiana | Indiana | United States | Concrete (Stone Faced) | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1910 | 1991 | T. Frazier | 5 | 6 | 53.8 | 16.4 | 55 | 16.76 | 40 | 12.19 | https://historicbridges.org/indiana/garfieldparksouthernavenuebeancreekbridge/little_img_20190921_153930_small.jpg | https://historicbridges.org/indiana/garfieldparksouthernavenuebeancreekbridge/little_img_20190921_153930.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/garfieldparksouthernavenuebeancreekbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.730031,-86.141860 | |||||||||||||||
| 7754 | Gospel Street Footbridge | Sitting next to a historic highway truss bridge is this historic riveted bowstring footbridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Bowstring pony truss, fixed. The bridge was primarily built by Unknown. | 38.554459 | -86.468549 | Pedestrian Walkway (Gospel Street) | Lick Creek | Paoli | Orange County, Indiana | Indiana | United States | Metal | Bowstring | Rivet-Connected | Pony | Truss | Fixed | 10 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 6 | 0 | 0 | Unknown | 5 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/indiana/gospelped/little_img_1086_small.jpg | https://historicbridges.org/indiana/gospelped/little_img_1086.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/gospelped/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.554459,-86.468549 | |||||||||||
| 7755 | Broadway Bridge | One of the oldest concrete bridges in Ohio, this bridge is also a rare example of an unreinforced concrete bridge. The technical description of the main or most noteworthy span of the bridge is a 37 ft (11.28 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Emerson and Jones. The bridge was primarily designed by P. O. Monfort. | 39.431148 | -84.208598 | Broadway Street | Turtle Creek | Lebanon | Warren County, Ohio | Ohio | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1897 | 2005 | Emerson and Jones | P. O. Monfort | 8 | 9 | 37 | 11.28 | 100 | 30.48 | 22 | 6.71 | https://historicbridges.org/ohio/lebanonsouthbroadwaybridge/little_lebanonsouthbroadwaybridge_0469_small.jpg | https://historicbridges.org/ohio/lebanonsouthbroadwaybridge/little_lebanonsouthbroadwaybridge_0469.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/lebanonsouthbroadwaybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.431148,-84.208598 | ||||||||||||||
| 7756 | Foster Bridge | This is a very large concrete arch bridge that can be difficult to view due to the trees surrounding it. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by W. L. Johnson Construction Company of Hicksville, Ohio. The bridge was primarily designed by D. H. Overman and Ohio State Highway Department. | 39.320356 | -84.252239 | US-22 and OH-3 | Little Miami River | Rural | Warren County, Ohio | Ohio | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 6 | Pre-Stressed Concrete | Box Beam | Fixed | 0 | 10 | 1937 | 1991 | W. L. Johnson Construction Company of Hicksville, Ohio | D. H. Overman and Ohio State Highway Department | 6 | 8 | 175 | 53.34 | 1358 | 413.92 | 30 | 9.14 | https://historicbridges.org/ohio/fosterbridge/little_fosterbridge_0424_5_6vib_small.jpg | https://historicbridges.org/ohio/fosterbridge/little_fosterbridge_0424_5_6vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/fosterbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.320356,-84.252239 | |||||||||||
| 7757 | Liberty Road Bridge | This is a rare surviving example of a curved chord through girder bridge in Ohio. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) concrete curved chord through girder, fixed. The bridge was primarily built by Unknown. | 39.989851 | -81.731440 | Liberty Road | North Crooked Creek | New Concord | Muskingum County, Ohio | Ohio | United States | Concrete | Curved Chord Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1928 | 0 | Unknown | 6 | 7 | 40 | 12.19 | 45 | 13.72 | 24 | 7.32 | https://historicbridges.org/ohio/libertyroad/little_libertyroad_5389_90_91vr_small.jpg | https://historicbridges.org/ohio/libertyroad/little_libertyroad_5389_90_91vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/libertyroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.989851,-81.731440 | ||||||||||||||||
| 7759 | 大栄橋 (Daiei Bridge) (たいえいばし) | This is one of several similar riveted truss bridges in this area. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Yokogawa Bridge Works. | 35.676360 | 139.810900 | Koto Ward Road No. 3020 (江東区道第3020号線) | Oyoko River (大横川) | Tokyo (東京) | Kōtō (江東区), Tokyo (東京) | Tokyo (東京) | Japan (日本) | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1929 | 0 | Yokogawa Bridge Works | 7 | 6 | 120 | 36.58 | 123.2 | 37.55 | 21 | 6.4 | https://historicbridges.org/japan/daiei_bridge/little_daiei_bridge_brg_3921_small.jpg | https://historicbridges.org/japan/daiei_bridge/little_daiei_bridge_brg_3921.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=japan/daiei_bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.676360,139.810900 | ||||||||||||||
| 7760 | 福壽橋 (Fukuju Bridge) | 福寿橋 Fukujyu Bridge (ふくじゅばし) | A two color paint scheme highlights the attractive v-lacing and lattice on this bridge. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Kisha Seizo Kaisha of Osaka, Japan. | 35.678220 | 139.810627 | Koto Ward Road No. 3415 (江東区道第3415号線) | Oyoko River (大横川) | Tokyo (東京) | Kōtō (江東区), Tokyo (東京) | Tokyo (東京) | Japan (日本) | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1929 | 0 | Kisha Seizo Kaisha of Osaka, Japan | 7 | 6 | 125 | 38.1 | 128.1 | 39.04 | 0 | 0 | https://historicbridges.org/japan/fukuju_bridge/little_fukuju_bridge_brg_3957_small.jpg | https://historicbridges.org/japan/fukuju_bridge/little_fukuju_bridge_brg_3957.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=japan/fukuju_bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.678220,139.810627 | |||||||||||||
| 7761 | 萬年橋 (Mannen Bridge) (まんねんばし) | This attractive riveted braced arch is a good and rare example of this bridge technology in Japan. The technical description of the main or most noteworthy span of the bridge is a 177 ft (53.95 m) metal tied Braced Ribbed through arch, fixed. The bridge was primarily built by Kajima Group and Kawasaki Shipyard. | 35.683121 | 139.794652 | Koto Ward Road No. 3124 (江東区道第3124号線) (Mannenbashi Street) | Onagi River (小名木川) | Tokyo (東京) | Kōtō (江東区), Tokyo (東京) | Tokyo (東京) | Japan (日本) | Metal | Braced Ribbed | Tied | Through | Arch | Fixed | 12 | 1 | 0 | 0 | 1930 | 0 | Kajima Group and Kawasaki Shipyard | 8 | 8 | 177 | 53.95 | 184.5 | 56.24 | 0 | 0 | https://historicbridges.org/japan/mannen_bridge/little_mannen_bridge_brg_2616_small.jpg | https://historicbridges.org/japan/mannen_bridge/little_mannen_bridge_brg_2616.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=japan/mannen_bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.683121,139.794652 | ||||||||||||||
| 7762 | 南高橋 (Minamitaka Bridge) (みなみたかはし) | This ornate bridge is one of the only known pin-connected truss bridges in Japan. The technical description of the main or most noteworthy span of the bridge is a 198 ft (60.35 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Tokyo Ishikawajima Shipyard Company. The bridge was primarily designed by Ryuta Hara. | 35.672970 | 139.781430 | Sakura Street (「桜通り」), Chuo Ward Road No. 416 (中央区道第416号線) | Kamejima River (亀島川) | Tokyo (東京) | Chūō (中央区), Tokyo (東京) | Tokyo (東京) | Japan (日本) | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 11 | 1 | 0 | 0 | 1904 | 1923 | Tokyo Ishikawajima Shipyard Company | Ryuta Hara | 9 | 10 | 198 | 60.35 | 207 | 63.09 | 0 | 0 | https://historicbridges.org/japan/minami_takahashi_bridge/little_minami_takahashi_bridge_brg_2172_small.jpg | https://historicbridges.org/japan/minami_takahashi_bridge/little_minami_takahashi_bridge_brg_2172.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=japan/minami_takahashi_bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.672970,139.781430 | |||||||||||||
| 7763 | 西深川橋 (Nishifukawa Bridge) (にしふかがわばし) | Massive members define this well maintained bridge. The technical description of the main or most noteworthy span of the bridge is a 177 ft (53.95 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. | 35.683890 | 139.800800 | Koto Ward Road No. 3009 (江東区道第3009号線 ) | Onagi River (小名木川) | Tokyo (東京) | Kōtō (江東区), Tokyo (東京) | Tokyo (東京) | Japan (日本) | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 12 | 1 | 0 | 0 | 1930 | 0 | Unknown | 7 | 6 | 177 | 53.95 | 184 | 56.08 | 0 | 0 | https://historicbridges.org/japan/nishifukawa_bridge/little_nishifukawa_bridge_brg_2949_small.jpg | https://historicbridges.org/japan/nishifukawa_bridge/little_nishifukawa_bridge_brg_2949.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=japan/nishifukawa_bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.683890,139.800800 | ||||||||||||||
| 7764 | 新高橋 (Shintaka Bridge) (しんたかはし) | Massive members define this well maintained bridge. The technical description of the main or most noteworthy span of the bridge is a 177 ft (53.95 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Yokogawa Bridge Works. | 35.684320 | 139.808850 | Koto Ward Road No. 3126 (江東区道第3126号線) | Onagi River (小名木川) | Tokyo (東京) | Kōtō (江東区), Tokyo (東京) | Tokyo (東京) | Japan (日本) | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 12 | 1 | 0 | 0 | 1930 | 0 | Yokogawa Bridge Works | 7 | 6 | 177 | 53.95 | 184 | 56.08 | 0 | 0 | https://historicbridges.org/japan/shintaka_bridge/little_shintaka_bridge_brg_3168_small.jpg | https://historicbridges.org/japan/shintaka_bridge/little_shintaka_bridge_brg_3168.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=japan/shintaka_bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.684320,139.808850 | ||||||||||||||
| 7765 | 白妙橋 (Shirotae Bridge) (しらたえはし) | This graceful arch is traditionally composed and riveted. The technical description of the main or most noteworthy span of the bridge is a 124 ft (37.8 m) metal tied Solid Ribbed through arch, fixed. The bridge was primarily built by Miyaji Iron Works. The bridge was primarily designed by Masaru Ataka-Tatsuya Takio of Tokyo, Japan. | 35.664290 | 139.802650 | Koto Ward Road No. 3145 (江東区道第3145号線) | Hiraku Canal (平久(ひらく)運河) | Tokyo (東京) | Kōtō (江東区), Tokyo (東京) | Tokyo (東京) | Japan (日本) | Metal | Solid Ribbed | Tied | Through | Arch | Fixed | 10 | 1 | 0 | 0 | 1937 | 0 | Miyaji Iron Works | Masaru Ataka-Tatsuya Takio of Tokyo, Japan | 7 | 7 | 124 | 37.8 | 129 | 39.32 | 0 | 0 | https://historicbridges.org/japan/shirotae_bridge/little_shirotae_bridge_brg_5382_small.jpg | https://historicbridges.org/japan/shirotae_bridge/little_shirotae_bridge_brg_5382.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=japan/shirotae_bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.664290,139.802650 | |||||||||||||
| 7766 | 東富橋 (Higashi Tomi Bridge) (とうとみばし) | Totomi Bridge | This bridge is a traditionally composed example of its type. The technical description of the main or most noteworthy span of the bridge is a 128 ft (39.01 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 35.669220 | 139.800690 | Koto Ward Road 3125 (江東区道3125号線) | Oyoko River (大横川) | Tokyo (東京) | Kōtō (江東区), Tokyo (東京) | Tokyo (東京) | Japan (日本) | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1930 | 0 | Unknown | 7 | 6 | 128 | 39.01 | 133 | 40.54 | 0 | 0 | https://historicbridges.org/japan/totomi_bridge/little_totomi_bridge_brg_5127_small.jpg | https://historicbridges.org/japan/totomi_bridge/little_totomi_bridge_brg_5127.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=japan/totomi_bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.669220,139.800690 | |||||||||||||
| 7767 | 崎川橋 (Zakigawa Bridge) (さきかわばし) | This is one of several similar riveted truss bridges in this area. The technical description of the main or most noteworthy span of the bridge is a 114.4 ft (34.87 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Tokyo Steel Bridge Company. | 35.676090 | 139.809900 | Koto Ward Road No. 3126 (江東区道第3126号線 ) | Sendaibori River (仙台堀川) | Tokyo (東京) | Kōtō (江東区), Tokyo (東京) | Tokyo (東京) | Japan (日本) | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1929 | 0 | Tokyo Steel Bridge Company | 6 | 6 | 114.4 | 34.87 | 118.8 | 36.21 | 0 | 0 | https://historicbridges.org/japan/zakigawa_bridge/little_zakigawa_bridge_brg_4233_small.jpg | https://historicbridges.org/japan/zakigawa_bridge/little_zakigawa_bridge_brg_4233.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=japan/zakigawa_bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.676090,139.809900 | ||||||||||||||
| 7768 | 鶴歩橋 (Tsuruayumu Bridge) (かくほばし) | This is one of several similar through truss bridges found in this ward. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 35.672890 | 139.802940 | Koto Ward Road No. 3412 (江東区道第3412号線) | Heikyu River (平久川) | Tokyo (東京) | Kōtō (江東区), Tokyo (東京) | Tokyo (東京) | Japan (日本) | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1928 | 1982 | Unknown | 7 | 6 | 125 | 38.1 | 130.5 | 39.78 | 0 | 0 | https://historicbridges.org/japan/tsuruayumu_bridge/little_tsuruayumu_bridge_brg_4566_small.jpg | https://historicbridges.org/japan/tsuruayumu_bridge/little_tsuruayumu_bridge_brg_4566.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=japan/tsuruayumu_bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.672890,139.802940 | ||||||||||||||
| 7769 | JR小名木橋梁 (JR East Onagi River Bridge) (おなぎきょうりょう) | This is a traditional railroad through truss and plate girder bridge. The technical description of the main or most noteworthy span of the bridge is a 161 ft (49.07 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Tokyo Ishikawajima Shipyard. The bridge was primarily designed by Japan Ministry of Railways. | 35.685292 | 139.824279 | Railroad (JR東日本/越中島線) (JR East) | Onagi River (小名木川) | Tokyo (東京) | Kōtō (江東区), Tokyo (東京) | Tokyo (東京) | Japan (日本) | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | Metal | Through | Girder | Fixed | 0 | 1 | 1929 | 0 | Tokyo Ishikawajima Shipyard | Japan Ministry of Railways | 6 | 5 | 161 | 49.07 | 196.6 | 59.92 | 0 | 0 | https://historicbridges.org/japan/ecchu_jima_freight_line_bridge/little_ecchu_jima_freight_line_bridge_brg_3534_small.jpg | https://historicbridges.org/japan/ecchu_jima_freight_line_bridge/little_ecchu_jima_freight_line_bridge_brg_3534.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=japan/ecchu_jima_freight_line_bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.685292,139.824279 | |||||||||
| 7770 | 勝鬨橋 (Kachidoki Bridge) (かちどきはし) | This magnificent bridge features a plate girder bascule bridge flanked by massive through arch spans. The technical description of the main or most noteworthy span of the bridge is a 169.3 ft (51.6 m) metal through girder, movable: double leaf bascule. The bridge was primarily built by Kawasaki Heavy Industries Rolling Stock Company and Yokogawa Bridge Works. The bridge was primarily designed by Tatsuya Takio and Masaru Ataka. | 35.662409 | 139.774740 | Harumi Dori Avenue (晴海通り(放射34号線)) | Sumida River (隅田川) (すみだがわ) | Tokyo (東京) | Chūō (中央区), Tokyo (東京) | Tokyo (東京) | Japan (日本) | Metal | Through | Girder | Movable: Double Leaf Bascule | 0 | 1 | Metal | Solid Ribbed | Tied | Through | Arch | Fixed | 18 | 2 | 1940 | 0 | Kawasaki Heavy Industries Rolling Stock Company and Yokogawa Bridge Works | Tatsuya Takio and Masaru Ataka | 9 | 10 | 169.3 | 51.6 | 807.1 | 246 | 0 | 0 | https://historicbridges.org/japan/kachidoki_bridge/little_kachidoki_bridge_brg_1341_2_3vib_small.jpg | https://historicbridges.org/japan/kachidoki_bridge/little_kachidoki_bridge_brg_1341_2_3vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=japan/kachidoki_bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.662409,139.774740 | |||||||||
| 7771 | 亀久橋 (Kamehisa Bridge) (かめひさばし) | This riveted truss bridge is noted for its vertical end posts. The technical description of the main or most noteworthy span of the bridge is a 108 ft (32.92 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 35.675795 | 139.802884 | Gangdong District Road 3125 (江東区道3125号線 ) | Sendaibori River (仙台堀川) | Tokyo (東京) | Kōtō (江東区), Tokyo (東京) | Tokyo (東京) | Japan (日本) | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1929 | 0 | Unknown | 7 | 6 | 108 | 32.92 | 122.2 | 37.25 | 0 | 0 | https://historicbridges.org/japan/kamehisa_bridge/little_kamehisa_bridge_brg_4395_small.jpg | https://historicbridges.org/japan/kamehisa_bridge/little_kamehisa_bridge_brg_4395.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=japan/kamehisa_bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.675795,139.802884 | ||||||||||||||
| 7772 | 小松橋 (Komatsu Bridge) (こまつばし) | Massive members define this well maintained bridge. The technical description of the main or most noteworthy span of the bridge is a 177 ft (53.95 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. | 35.684613 | 139.813749 | Gangdong District Road No. 3016 (江東区道第3016号線) | Onagi River (小名木川) | Tokyo (東京) | Kōtō (江東区), Tokyo (東京) | Tokyo (東京) | Japan (日本) | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 12 | 1 | 0 | 0 | 1930 | 0 | Unknown | 7 | 6 | 177 | 53.95 | 185 | 56.39 | 0 | 0 | https://historicbridges.org/japan/komatsu_bridge/little_komatsu_bridge_brg_3426_small.jpg | https://historicbridges.org/japan/komatsu_bridge/little_komatsu_bridge_brg_3426.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=japan/komatsu_bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.684613,139.813749 | ||||||||||||||
| 7773 | 木場橋 (Kiba Bridge) (きばばし) | This is a traditionally composed bridge with the exception of the oval-shaped cutouts on some built-up beams, a characteristic of a number of Tokyo bridges. The technical description of the main or most noteworthy span of the bridge is a 85.5 ft (26.06 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 35.672510 | 139.805230 | Gangdong District Road No. 3412 (江東区道第3412号線) | Oshima River East Tributary (大島川東支川) | Tokyo (東京) | Kōtō (江東区), Tokyo (東京) | Tokyo (東京) | Japan (日本) | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 8 | 1 | 0 | 0 | 1929 | 0 | Unknown | 7 | 6 | 85.5 | 26.06 | 88.8 | 27.07 | 0 | 0 | https://historicbridges.org/japan/koba_bridge/little_koba_bridge_brg_4626_small.jpg | https://historicbridges.org/japan/koba_bridge/little_koba_bridge_brg_4626.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=japan/koba_bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.672510,139.805230 | ||||||||||||||
| 7774 | 進開橋 (Shinkai Bridge) (しんかいばし) | This is a riveted cantilever deck plate girder bridge. The technical description of the main or most noteworthy span of the bridge is a metal cantilever Variable Depth deck girder, fixed. The bridge was primarily built by Unknown. | 35.685418 | 139.826679 | Meiji-dori Avenue | Onagi River (小名木川) | Tokyo (東京) | Kōtō (江東区), Tokyo (東京) | Tokyo (東京) | Japan (日本) | Metal | Variable Depth | Deck | Girder | Fixed | 0 | Cantilever | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 6 | 0 | 0 | 145 | 44.2 | 0 | 0 | https://historicbridges.org/japan/suzumuhiraki_bridge/little_ecchu-jima_freight_line_bridge_brg_3546_small.jpg | https://historicbridges.org/japan/suzumuhiraki_bridge/little_ecchu-jima_freight_line_bridge_brg_3546.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=japan/suzumuhiraki_bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.685418,139.826679 | ||||||||||||||
| 7775 | 茂森橋 (Shigemori Bridge) (しげもりばし) | This small deck plate girder bridge is flanked by tiny concrete arch spans. The technical description of the main or most noteworthy span of the bridge is a 36 ft (10.97 m) metal deck girder, fixed. The bridge was primarily built by Unknown. | 35.675565 | 139.810749 | Kasaibashi-dori Avenue (葛西橋通り) | Oyoko River (大横川) | Tokyo (東京) | Kōtō (江東区), Tokyo (東京) | Tokyo (東京) | Japan (日本) | Metal | Deck | Girder | Fixed | 0 | 1 | Concrete | Closed Spandrel | Deck | Arch | 0 | 0 | 1926 | 0 | Unknown | 3 | 3 | 36 | 10.97 | 0 | 0 | 0 | 0 | https://historicbridges.org/japan/kasaibashi_dori/little_kasaibashi_dori_brg_3897_small.jpg | https://historicbridges.org/japan/kasaibashi_dori/little_kasaibashi_dori_brg_3897.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=japan/kasaibashi_dori/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.675565,139.810749 | ||||||||||||
| 7776 | 要橋 (Kaname Bridge) (かなめばし) | This is a small riveted deck plate girder bridge. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. | 35.675378 | 139.805898 | Kasaibashi-dori Avenue (葛西橋通り) | Oshima River East Tributary (大島川東支川) | Tokyo (東京) | Kōtō (江東区), Tokyo (東京) | Tokyo (東京) | Japan (日本) | Metal | Deck | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 0 | 0 | 63 | 19.2 | 0 | 0 | https://historicbridges.org/japan/kiba_water_park_bridge/little_kiba_water_park_bridge_brg_4257_small.jpg | https://historicbridges.org/japan/kiba_water_park_bridge/little_kiba_water_park_bridge_brg_4257.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=japan/kiba_water_park_bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.675378,139.805898 | ||||||||||||||||
| 7777 | 二重橋 (Nijyuu Bridge) (にじゅうばし) | 皇居正門鉄橋 (Imperial Palace Main Gate Iron Bridge) | This is one of only a few known examples of a cast iron arch bridge in Japan. The technical description of the main or most noteworthy span of the bridge is a metal (cast iron) hingeless deck arch, fixed. The bridge was primarily built by Unknown. | 35.680242 | 139.753588 | Palace Road | Inner Moat (内濠) | Tokyo (東京) | Chiyoda (千代田), Tokyo (東京) | Tokyo (東京) | Japan (日本) | Metal (Cast Iron) | Hingeless | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1888 | 0 | Unknown | 10 | 10 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/japan/imperial_groundsarch/little_imperial_grounds_brg_5610_1_2vib_small.jpg | https://historicbridges.org/japan/imperial_groundsarch/little_imperial_grounds_brg_5610_1_2vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=japan/imperial_groundsarch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.680242,139.753588 | ||||||||||||||
| 7778 | 石橋 (Ishi Bridge) (いしばし) | Located on the imperial palace grounds is this rare surviving stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 35.679982 | 139.754704 | Palace Road | Inner Moat (内濠) | Tokyo (東京) | Chiyoda (千代田), Tokyo (東京) | Tokyo (東京) | Japan (日本) | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1889 | 0 | Unknown | 8 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/japan/imperial_groundsstone/little_imperial_grounds_brg_5636_small.jpg | https://historicbridges.org/japan/imperial_groundsstone/little_imperial_grounds_brg_5636.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=japan/imperial_groundsstone/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.679982,139.754704 | |||||||||||||||
| 7779 | Blaker Mills Road Bridge | This small arch bridge is noted for its unusual bridge railings. The technical description of the main or most noteworthy span of the bridge is a 49.5 ft (15.09 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by York Bridge Company of York, Pennsylvania. | 37.761730 | -80.610190 | Blaker Mills Road (CR-66) | Mill Creek | Rural | Greenbrier County, West Virginia | West Virginia | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1913 | 0 | York Bridge Company of York, Pennsylvania | 6 | 6 | 49.5 | 15.09 | 51.5 | 15.7 | 14 | 4.27 | https://historicbridges.org/wvirginia/blakermillsroad/little_day6blakermillsroad5074_small.jpg | https://historicbridges.org/wvirginia/blakermillsroad/little_day6blakermillsroad5074.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/blakermillsroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.761730,-80.610190 | |||||||||||||||
| 7780 | US-19 Beaver Creek Bridge | This is a classic state-owned highway concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 37.754100 | -81.149280 | US-19 | Beaver Creek | Rural | Raleigh County, West Virginia | West Virginia | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1930 | 0 | Unknown | 5 | 6 | 80 | 24.38 | 85.6 | 26.09 | 28 | 8.53 | https://historicbridges.org/wvirginia/us19b/little_day6us19b3771_small.jpg | https://historicbridges.org/wvirginia/us19b/little_day6us19b3771.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/us19b/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.754100,-81.149280 | |||||||||||||||
| 7781 | Thurmond Road Bridge | This is a classic unaltered example of a Luten Bridge Company bridge. The technical description of the main or most noteworthy span of the bridge is a 62 ft (18.9 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Luten Bridge Company of York, Pennsylvania. | 37.952929 | -81.077885 | Thurmond Road (CR-25) | Dunloup Creek | Rural | Fayette County, West Virginia | West Virginia | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1917 | 0 | Luten Bridge Company of York, Pennsylvania | 6 | 6 | 62 | 18.9 | 65 | 19.81 | 15.4 | 4.69 | https://historicbridges.org/wvirginia/thurmondroad2/little_day6thurmondroad23811_2_3_tonemapped_small.jpg | https://historicbridges.org/wvirginia/thurmondroad2/little_day6thurmondroad23811_2_3_tonemapped.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/thurmondroad2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.952929,-81.077885 | |||||||||||||||
| 7782 | Thurmond Road Bridge | This is one of two similar arch bridges on this road. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Luten Bridge Company of York, Pennsylvania. | 37.929550 | -81.124250 | Thurmond Road (CR-25) | Dunloup Creek | Rural | Fayette County, West Virginia | West Virginia | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1917 | 0 | Luten Bridge Company of York, Pennsylvania | 6 | 6 | 45 | 13.72 | 49.5 | 15.09 | 15.7 | 4.79 | https://historicbridges.org/wvirginia/thurmondroad1/little_day6thurmondroad13833_small.jpg | https://historicbridges.org/wvirginia/thurmondroad1/little_day6thurmondroad13833.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/thurmondroad1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.929550,-81.124250 | |||||||||||||||
| 7783 | US-19 Piney Creek Bridge | This is a representative example of a state standard steel stringer bridge in West Virginia. The technical description of the main or most noteworthy span of the bridge is a 50.2 ft (15.3 m) metal continuous stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 37.757140 | -81.156890 | US-19 and WV-3 | Piney Creek | Rural | Raleigh County, West Virginia | West Virginia | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | Continuous | 2 | 0 | 0 | 1954 | 0 | Unknown | 2 | 2 | 50.2 | 15.3 | 104.7 | 31.91 | 28.2 | 8.6 | https://historicbridges.org/wvirginia/us19a/little_day6us19a3782_small.jpg | https://historicbridges.org/wvirginia/us19a/little_day6us19a3782.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/us19a/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.757140,-81.156890 | ||||||||||||||||
| 7784 | US-19 Little Beaver Creek Bridge | This Luten arch bridge was built in 1915 and widened with steel stringers on one side in 1930. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Luten Bridge Company of York, Pennsylvania. | 37.749760 | -81.140240 | US-19 | Little Beaver Creek | Rural | Raleigh County, West Virginia | West Virginia | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1915 | 1930 | Luten Bridge Company of York, Pennsylvania | 4 | 4 | 40 | 12.19 | 45.3 | 13.81 | 34.8 | 10.61 | https://historicbridges.org/wvirginia/us19c/little_day6us19c3743_small.jpg | https://historicbridges.org/wvirginia/us19c/little_day6us19c3743.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/us19c/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.749760,-81.140240 | |||||||||||||||
| 7785 | Blue Sulphur Springs Road Bridge | This bridge is noted for its uncommon ribbed arches. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete Closed Spandrel (Ribbed) deck arch, fixed. The bridge was primarily built by Unknown. | 37.735090 | -80.629080 | Blue Sulphur Springs Road (CR-25) | Muddy Creek | Near Alderson | Greenbrier County, West Virginia | West Virginia | United States | Concrete | Closed Spandrel (Ribbed) | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1923 | 0 | Unknown | 5 | 5 | 50 | 15.24 | 108 | 32.92 | 17.4 | 5.3 | https://historicbridges.org/wvirginia/bluesulphurspringsroad/little_day6bluesulphurspringsroad4815_small.jpg | https://historicbridges.org/wvirginia/bluesulphurspringsroad/little_day6bluesulphurspringsroad4815.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/bluesulphurspringsroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.735090,-80.629080 | |||||||||||||||
| 7786 | Ubly M-19 Bridge | This small bridge is an early surviving example of a pre-stressed concrete bridge in Michigan. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) pre-stressed concrete Adjacent box beam, fixed. The bridge was primarily built by Walter Toebe Company. The bridge was primarily designed by Michigan State Highway Department. | 43.701320 | -82.938500 | M-19 (Washington Street, Ubly Road) | Cass River | Ubly | Huron County, Michigan | Michigan | United States | Pre-Stressed Concrete | Adjacent | Box Beam | Fixed | 0 | 1 | 0 | 0 | 1957 | 0 | Walter Toebe Company | Michigan State Highway Department | 2 | 5 | 40 | 12.19 | 40 | 12.19 | 38 | 11.58 | https://historicbridges.org/michigan/ubly/little_day1ubly10951_small.jpg | https://historicbridges.org/michigan/ubly/little_day1ubly10951.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/ubly/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.701320,-82.938500 | |||||||||||||||
| 7787 | US-20 18 Mile Creek Bridge | This is a large open spandrel concrete arch bridge that has been rehabilitated. The technical description of the main or most noteworthy span of the bridge is a 147 ft (44.81 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 42.696130 | -78.936040 | US-20 (Southwestern Boulevard) | 18 Mile Creek | Eden | Erie County, New York | New York | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 3 | 1929 | 2000 | Unknown | 7 | 7 | 147 | 44.81 | 416 | 126.8 | 55.8 | 17.01 | https://historicbridges.org/newyork/us2018milecreek/little_day1us2018milecreek10928_small.jpg | https://historicbridges.org/newyork/us2018milecreek/little_day1us2018milecreek10928.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/us2018milecreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.696130,-78.936040 | |||||||||||||||
| 7789 | Herrs Island Back Channel Railroad Bridge North | This is a rare example of a heavily skewed, pin-connected railroad truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 40.468460 | -79.975630 | Railroad (Abandoned Allegheny Valley Railroad) | Allegheny River Back Channel | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 0 | 1 | Metal | Through | Girder | Fixed | 0 | 0 | 1880 | 0 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/herrsislandnorththroughtruss/little_day4herrsislandnorththroughtruss6898_small.jpg | https://historicbridges.org/pennsylvania/herrsislandnorththroughtruss/little_day4herrsislandnorththroughtruss6898.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/herrsislandnorththroughtruss/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.468460,-79.975630 | ||||||||||
| 7790 | Tarentum Railroad Bridge | Bull Creek Railroad Bridge | This is a small railroad stone arch bridge with some concrete repairs on it. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 40.600670 | -79.757650 | Railroad (Norfolk Southern) | Bull Creek | Tarentum | Allegheny County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/tarentumrailroad/little_day4tarentumrailroad6282_small.jpg | https://historicbridges.org/pennsylvania/tarentumrailroad/little_day4tarentumrailroad6282.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/tarentumrailroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.600670,-79.757650 | ||||||||||||||
| 7791 | 7th Avenue Bridge | This is a decent sized single span stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 40.601680 | -79.758070 | 7th Avenue | Bull Creek | Tarentum | Allegheny County, Pennsylvania | Pennsylvania | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1895 | 1970 | Unknown | 5 | 6 | 40 | 12.19 | 40 | 12.19 | 40 | 12.19 | https://historicbridges.org/pennsylvania/tarentum7th/little_day4tarentum7th6293_small.jpg | https://historicbridges.org/pennsylvania/tarentum7th/little_day4tarentum7th6293.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/tarentum7th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.601680,-79.758070 | |||||||||||||||
| 7792 | Washington Avenue Bridge | This plate girder bridge is noted for the unique holes in the web, which are riveted and appear to be original. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal through girder, fixed. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. | 40.420780 | -79.887100 | Washington Avenue | Railroad (Norfolk Southern), Waverly Street, and Busway | Swissvale | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 2 | 0 | 0 | 1907 | 0 | Pennsylvania Steel Company of Steelton, Pennsylvania | 6 | 6 | 90 | 27.43 | 122 | 37.19 | 30 | 9.14 | https://historicbridges.org/pennsylvania/washingtonpittsburgh/little_day2washingtonpittsburgh9635_small.jpg | https://historicbridges.org/pennsylvania/washingtonpittsburgh/little_day2washingtonpittsburgh9635.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/washingtonpittsburgh/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.420780,-79.887100 | ||||||||||||||||
| 7793 | Pitcairn Railroad Yard Bridge | This is a pony truss with design details indicative of a highway bridge designed by the railroad. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 40.400970 | -79.780250 | Wall Avenue | Turtle Creek | Monroeville | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/pitcairn/little_day2pitcairn10028_small.jpg | https://historicbridges.org/pennsylvania/pitcairn/little_day2pitcairn10028.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pitcairn/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.400970,-79.780250 | ||||||||||||||
| 7794 | O'Connell Boulevard Railroad Overpass | This is an attractive stone arch overpass with a brick barrel. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 40.394860 | -79.847610 | Railroad (Norfolk Southern) | O'Connell Boulevard | Braddock | Allegheny County, Pennsylvania | Pennsylvania | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1906 | 0 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/oconnellblvdoverpass/little_day2oconnellblvdoverpass10133_4_5_tonemappedb_small.jpg | https://historicbridges.org/pennsylvania/oconnellblvdoverpass/little_day2oconnellblvdoverpass10133_4_5_tonemappedb.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/oconnellblvdoverpass/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.394860,-79.847610 | |||||||||||||||
| 7795 | Dumbarton Railroad Bridge | Dumbarton Point Bridge | This swing truss bridge is complimented by multiple fixed through truss spans. The technical description of the main or most noteworthy span of the bridge is a 310 ft (94.49 m) metal rivet-connected Pennsylvania through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by W. E. Marsh and C. R. Broughton. The bridge was primarily designed by William Hood. | 37.497609 | -122.109719 | Railroad (Abandoned Southern Pacific) | San Francisco Bay | Newark and Menlo Park | Alameda County, California and San Mateo County, California | California | United States | Metal | Pennsylvania | Rivet-Connected | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 0 | 1 | Metal | Pratt | Rivet-Connected | Through | Truss | 7 | 0 | 1910 | 0 | W. E. Marsh and C. R. Broughton | William Hood | 7 | 7 | 310 | 94.49 | 7842 | 2390.24 | 0 | 0 | https://historicbridges.org/california/dumbartonrr/little_20201221_113911_small.jpg | https://historicbridges.org/california/dumbartonrr/little_20201221_113911.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/dumbartonrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.497609,-122.109719 | ||||||
| 7797 | Newark Slough Railroad Bridge | This riveted Baltimore swing truss bridge has been abandoned in the open position in an area best accessed by boat. The technical description of the main or most noteworthy span of the bridge is a 184 ft (56.08 m) metal rivet-connected Baltimore through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by American Bridge Company of New York, New York. | 37.513403 | -122.082153 | Railroad (Abandoned Southern Pacific) | Newark Slough | Newark | Alameda County, California | California | United States | Metal | Baltimore | Rivet-Connected | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 0 | 0 | 0 | 0 | 1910 | 0 | American Bridge Company of New York, New York | 7 | 7 | 184 | 56.08 | 420 | 128.02 | 0 | 0 | https://historicbridges.org/california/newarkslough/little_20201221_105752_small.jpg | https://historicbridges.org/california/newarkslough/little_20201221_105752.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/newarkslough/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.513403,-122.082153 | |||||||||||||
| 7798 | L | Cherry Street Bridge | Martin Luther King Jr. Bridge | A major engineering achievement when completed, today only the arch approach spans of this bridge are original. The technical description of the main or most noteworthy span of the bridge is a 204 ft (62.18 m) metal Variable Depth deck girder, movable: double leaf bascule, Rolling Lift. The bridge was primarily built by Toledo Bridge and Crane Company of Toledo, Ohioand Kettler-Elliott Company of Chicago, Illinois. The bridge was primarily designed by Osborn Engineering Company of Cleveland, Ohio, Scherzer Rolling Lift Bridge Company of Chicago, Illinois, and Ralph Modjeski. | 41.652270 | -83.527520 | Cherry Street (Main Street) | Maumee River and Water Street | Toledo | Lucas County, Ohio | Ohio | United States | Metal | Variable Depth | Deck | Girder | Movable: Double Leaf Bascule | Rolling Lift | 0 | 1 | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 10 | 1914 | 2008 | Toledo Bridge and Crane Company of Toledo, Ohioand Kettler-Elliott Company of Chicago, Illinois | Osborn Engineering Company of Cleveland, Ohio, Scherzer Rolling Lift Bridge Company of Chicago, Illinois, and Ralph Modjeski | 7 | 7 | 204 | 62.18 | 1199 | 365.46 | 64 | 19.51 | https://historicbridges.org/ohio/cherrystreetbridge/little_cherrystreetbridge036_small.jpg | https://historicbridges.org/ohio/cherrystreetbridge/little_cherrystreetbridge036.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/cherrystreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.652270,-83.527520 | ||||||
| 7799 | State Street Bridge | Although it has lost its original urn shaped baluster railings, this bridge remains a notable concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 88 ft (26.82 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by J. H. Jones of Fostoria, Ohio. The bridge was primarily designed by Walter Braun of Columbus, Ohio. | 41.346957 | -83.112010 | State Street (Business US-20) | Sandusky River | Fremont | Sandusky County, Ohio | Ohio | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 5 | 0 | 0 | 1926 | 1981 | J. H. Jones of Fostoria, Ohio | Walter Braun of Columbus, Ohio | 6 | 7 | 88 | 26.82 | 448 | 136.55 | 46 | 14.02 | https://historicbridges.org/ohio/fremont/little_fremont282_small.jpg | https://historicbridges.org/ohio/fremont/little_fremont282.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/fremont/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.346957,-83.112010 | ||||||||||||||
| 7800 | Fremont Railroad Bridge | This is an uncommon subdivided Double-Warren truss bridge with multiple spans. The technical description of the main or most noteworthy span of the bridge is a 143 ft (43.59 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 41.351760 | -83.111680 | Railroad (Norfolk Southern) | Sandusky River | Fremont | Sandusky County, Ohio | Ohio | United States | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 10 | 5 | 0 | 0 | 1906 | 0 | American Bridge Company of New York, New York | 7 | 7 | 143 | 43.59 | 702 | 213.97 | 0 | 0 | https://historicbridges.org/ohio/fremontrr/little_fremontrr266_small.jpg | https://historicbridges.org/ohio/fremontrr/little_fremontrr266.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/fremontrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.351760,-83.111680 | ||||||||||||||
| 7801 | South Avenue Bridge | Although buried in the trees, this is an attractive medium size concrete arch bridge, noted for its ribbed design. The technical description of the main or most noteworthy span of the bridge is a 106 ft (32.31 m) concrete Closed Spandrel (Ribbed) deck arch, fixed. The bridge was primarily built by Newton-Baxter Company of Toledo Ohio. The bridge was primarily designed by George A. Taylor. | 41.630730 | -83.587420 | South Avenue | Swan Creek | Toledo | Lucas County, Ohio | Ohio | United States | Concrete | Closed Spandrel (Ribbed) | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1927 | 0 | Newton-Baxter Company of Toledo Ohio | George A. Taylor | 6 | 6 | 106 | 32.31 | 188 | 57.3 | 36 | 10.97 | https://historicbridges.org/ohio/southavenue/little_southavenue113_4_5_small.jpg | https://historicbridges.org/ohio/southavenue/little_southavenue113_4_5.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/southavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.630730,-83.587420 | ||||||||||||||
| 7802 | Maple Street Bridge | This tiny concrete arch bridge has lost its original railings. The technical description of the main or most noteworthy span of the bridge is a 21 ft (6.4 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 41.301600 | -82.983760 | Maple Street | Raccoon Creek | Clyde | Sandusky County, Ohio | Ohio | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1930 | 0 | Unknown | 4 | 4 | 21 | 6.4 | 52.2 | 15.91 | 19.4 | 5.91 | https://historicbridges.org/ohio/clyde_maplestreet/little_clyde_maplestreet328_29_30f_small.jpg | https://historicbridges.org/ohio/clyde_maplestreet/little_clyde_maplestreet328_29_30f.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/clyde_maplestreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.301600,-82.983760 | |||||||||||||||
| 7805 | Changewater Road Bridge | This stone arch bridge is noted for its rare lattice railing, but has been widened on one side with concrete. The technical description of the main or most noteworthy span of the bridge is a 36 ft (10.97 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 40.738590 | -74.941280 | Changewater Road (CR-645) | Musconetcong River | Rural | Hunterdon County, New Jersey and Warren County, New Jersey | New Jersey | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | Unknown | 7 | 6 | 36 | 10.97 | 81 | 24.69 | 19.7 | 6 | https://historicbridges.org/newjersey/changewaterroad/little_changewaterroad2253_4_5f_small.jpg | https://historicbridges.org/newjersey/changewaterroad/little_changewaterroad2253_4_5f.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/changewaterroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.738590,-74.941280 | |||||||||||||||
| 7806 | Thomas Street Bridge | This is a good unaltered example of a highway plate girder bridge that crosses over a rail-trail. The technical description of the main or most noteworthy span of the bridge is a 88 ft (26.82 m) metal through girder, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 40.669900 | -74.891980 | Thomas Street | Railroad (Columbia Rail-Trail) | High Bridge | Hunterdon County, New Jersey | New Jersey | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1937 | 0 | American Bridge Company of New York, New York | 5 | 5 | 88 | 26.82 | 94.2 | 28.71 | 0 | 0 | https://historicbridges.org/newjersey/thomasstreet/little_thomasstreet3991_2_3f_small.jpg | https://historicbridges.org/newjersey/thomasstreet/little_thomasstreet3991_2_3f.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/thomasstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.669900,-74.891980 | ||||||||||||||||
| 7807 | Station Road Bridge | This is a locally rare example of a stone and brick arch bridge, with stone spandrel and brick barrel. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) stone and brick Elliptical deck arch, fixed. The bridge was primarily built by Unknown. | 40.592410 | -74.682970 | Station Road | Chambers Brook | Branchburg | Somerset County, New Jersey | New Jersey | United States | Stone and Brick | Elliptical | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1850 | 1935 | Unknown | 7 | 8 | 24 | 7.32 | 24 | 7.32 | 30 | 9.14 | https://historicbridges.org/newjersey/stationroadsomerset/little_stationroadsomerset3769_small.jpg | https://historicbridges.org/newjersey/stationroadsomerset/little_stationroadsomerset3769.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/stationroadsomerset/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.592410,-74.682970 | |||||||||||||||
| 7808 | Guinea Hollow Road Bridge | Bridge T-89 | This is a small stone arch bridge in a scenic wooded area. The technical description of the main or most noteworthy span of the bridge is a 15.5 ft (4.72 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 40.710857 | -74.823414 | Guinea Hollow Road | Rockaway Creek Tributary | Tewksbury | Hunterdon County, New Jersey | New Jersey | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 15.5 | 4.72 | 0 | 0 | 0 | 0 | https://historicbridges.org/newjersey/guineahollowroad/little_guineahollowroad2310_1_2f_small.jpg | https://historicbridges.org/newjersey/guineahollowroad/little_guineahollowroad2310_1_2f.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/guineahollowroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.710857,-74.823414 | ||||||||||||||
| 7809 | Washington Avenue Bridge | This concrete arch bridge has lost its original railings on one side only. The technical description of the main or most noteworthy span of the bridge is a 55 ft (16.76 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 40.665680 | -74.891420 | Washington Avenue | South Branch Raritan River | High Bridge | Hunterdon County, New Jersey | New Jersey | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1920 | 0 | Unknown | 5 | 5 | 55 | 16.76 | 114.5 | 34.9 | 32.2 | 9.81 | https://historicbridges.org/newjersey/washingtonavenue/little_washingtonavenue4041_2_3f_small.jpg | https://historicbridges.org/newjersey/washingtonavenue/little_washingtonavenue4041_2_3f.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/washingtonavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.665680,-74.891420 | |||||||||||||||
| 7810 | Columbus Drive Bridge | Michigan Avenue Bridge | This rare and unusual bobtail swing bridge with its stepped truss is one of the oldest and most unique surviving swing bridges in Florida. The technical description of the main or most noteworthy span of the bridge is a 163 ft (49.68 m) metal rivet-connected Pratt pony truss, movable: swing, Rim Bearing Bobtail. The bridge was primarily built by Roberts Supply Company of Lima, Ohio and Mount Vernon Bridge Company of Mount Vernon, Ohio. The bridge was primarily designed by Norman S. Sprague of Pittsburgh, Pennsylvania. | 27.966785 | -82.475223 | Columbus Drive | Hillsborough River | Tampa | Hillsborough County, Florida | Florida | United States | Metal | Pratt | Rivet-Connected | Pony | Truss | Movable: Swing | Rim Bearing Bobtail | 9 | 1 | Concrete | T-Beam | Fixed | 0 | 11 | 1926 | 0 | Roberts Supply Company of Lima, Ohio and Mount Vernon Bridge Company of Mount Vernon, Ohio | Norman S. Sprague of Pittsburgh, Pennsylvania | 7 | 9 | 163 | 49.68 | 470 | 143.26 | 40 | 12.19 | https://historicbridges.org/florida/columbusdrive/little_columbusdrive_4047_small.jpg | https://historicbridges.org/florida/columbusdrive/little_columbusdrive_4047.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/columbusdrive/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.966785,-82.475223 | ||||||||
| 7811 | Laurel Street Bridge | Fortune Street Bridge | This is an exceptional example of a Strauss overhead counterweight trunnion bascule bridge. The technical description of the main or most noteworthy span of the bridge is a 99.4 ft (30.3 m) metal rivet-connected Warren pony truss, movable: single leaf bascule, Strauss Trunnion. The bridge was primarily built by U. G. I. Contracting Company of Philadelphia, Pennsylvania. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. | 27.954523 | -82.464870 | Laurel Street | Hillsborough River | Tampa | Hillsborough County, Florida | Florida | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Movable: Single Leaf Bascule | Strauss Trunnion | 6 | 1 | Concrete | T-Beam | Fixed | 0 | 10 | 1926 | 1969 | U. G. I. Contracting Company of Philadelphia, Pennsylvania | Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois | 7 | 9 | 99.4 | 30.3 | 365.8 | 111.5 | 39.4 | 12.01 | https://historicbridges.org/florida/laurel/little_laurel_4551_small.jpg | https://historicbridges.org/florida/laurel/little_laurel_4551.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/laurel/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.954523,-82.464870 | ||||||||
| 7812 | Cass Street Bridge | This attractive bridge is one of two rare Strauss under-deck trunnion bascule bridges in Tampa. The technical description of the main or most noteworthy span of the bridge is a 115.2 ft (35.11 m) metal Variable Depth deck girder, movable: double leaf bascule, Strauss Trunnion. The bridge was primarily built by Tibbets, Pleasant, Green and Beckman, of Oklahoma City, Oklahoma and Lakeside Bridge and Steel Company of Milwaukee, Wisconsin. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. | 27.950208 | -82.464942 | Cass Street | Hillsborough River | Tampa | Hillsborough County, Florida | Florida | United States | Metal | Variable Depth | Deck | Girder | Movable: Double Leaf Bascule | Strauss Trunnion | 0 | 1 | Concrete | T-Beam | Fixed | 0 | 10 | 1927 | 1949 | Tibbets, Pleasant, Green and Beckman, of Oklahoma City, Oklahoma and Lakeside Bridge and Steel Company of Milwaukee, Wisconsin | Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois | 7 | 8 | 115.2 | 35.11 | 505.6 | 154.11 | 40 | 12.19 | https://historicbridges.org/florida/cass/little_cass_6000_1_2vib_small.jpg | https://historicbridges.org/florida/cass/little_cass_6000_1_2vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/cass/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.950208,-82.464942 | ||||||||||
| 7813 | Tampa Railroad Bridge | Hillsborough River Railroad Bridge, Hillsborough Draw | The only railroad bascule bridge in Tampa, this is an outstanding example of a Scherzer rolling lift bascule bridge. The technical description of the main or most noteworthy span of the bridge is a 116 ft (35.36 m) metal rivet-connected Warren through truss, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Unknown. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. | 27.949991 | -82.464636 | Railroad (CSX) | Hillsborough River | Tampa | Hillsborough County, Florida | Florida | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Single Leaf Bascule | Rolling Lift | 4 | 1 | Metal | Deck | Girder | Movable: Single Leaf Bascule | 0 | 7 | 1915 | 0 | Unknown | Scherzer Rolling Lift Bridge Company of Chicago, Illinois | 7 | 9 | 116 | 35.36 | 573 | 174.65 | 0 | 0 | https://historicbridges.org/florida/csxtampa/little_csxtampa_5049_small.jpg | https://historicbridges.org/florida/csxtampa/little_csxtampa_5049.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/csxtampa/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.949991,-82.464636 | |||||||
| 7814 | Kennedy Boulevard Bridge | Lafayette Street Bridge | This is an early surviving Scherzer rolling lift bascule bridge also noted for its concrete arch approach spans. The technical description of the main or most noteworthy span of the bridge is a 121 ft (36.88 m) metal Variable Depth deck girder, movable: double leaf bascule, Rolling Lift. The bridge was primarily built by Edwards Construction Company of Tampa, Florida. The bridge was primarily designed by Boller, Hodge, and Baird of New York, New York, Owego Bridge Company of Owego, New York, and Scherzer Rolling Lift Bridge Company of Chicago, Illinois. | 27.946634 | -82.460982 | Kennedy Boulevard (FL-60) | Hillsborough River | Tampa | Hillsborough County, Florida | Florida | United States | Metal | Variable Depth | Deck | Girder | Movable: Double Leaf Bascule | Rolling Lift | 0 | 1 | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 1913 | 1995 | Edwards Construction Company of Tampa, Florida | Boller, Hodge, and Baird of New York, New York, Owego Bridge Company of Owego, New York, and Scherzer Rolling Lift Bridge Company of Chicago, Illinois | 7 | 9 | 121 | 36.88 | 322 | 98.15 | 59.4 | 18.11 | https://historicbridges.org/florida/kennedy/little_kennedy_5274_5_6vib_small.jpg | https://historicbridges.org/florida/kennedy/little_kennedy_5274_5_6vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/kennedy/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.946634,-82.460982 | |||||||
| 7815 | Platt Street Bridge | This bridge is one of two rare Strauss under-deck counterweight bascule bridges in Tampa. The technical description of the main or most noteworthy span of the bridge is a 111 ft (33.83 m) metal deck girder, movable: double leaf bascule, Strauss Trunnion. The bridge was primarily built by Tibbets, Pleasant, Green and Beckman, of Oklahoma City, Oklahoma and Lakeside Bridge and Steel Company of Milwaukee, Wisconsin. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. | 27.941752 | -82.458426 | Platt Street | Hillsborough River | Tampa | Hillsborough County, Florida | Florida | United States | Metal | Deck | Girder | Movable: Double Leaf Bascule | Strauss Trunnion | 0 | 1 | Concrete | T-Beam | Fixed | 0 | 8 | 1926 | 2012 | Tibbets, Pleasant, Green and Beckman, of Oklahoma City, Oklahoma and Lakeside Bridge and Steel Company of Milwaukee, Wisconsin | Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois | 7 | 8 | 111 | 33.83 | 421 | 128.32 | 39.7 | 12.1 | https://historicbridges.org/florida/platt/little_platt_5778_small.jpg | https://historicbridges.org/florida/platt/little_platt_5778.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/platt/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.941752,-82.458426 | |||||||||||
| 7816 | Brorein Street Bridge | This is the youngest of the group of historic bascule bridges on this river in downtown Tampa. The technical description of the main or most noteworthy span of the bridge is a 132 ft (40.23 m) metal Variable Depth deck girder, movable: double leaf bascule. The bridge was primarily built by Paul Smith Construction Company of Tampa, Florida. The bridge was primarily designed by Hedman, Hopkins and Horton. | 27.943434 | -82.459020 | Brorein Street | Hillsborough River | Tampa | Hillsborough County, Florida | Florida | United States | Metal | Variable Depth | Deck | Girder | Movable: Double Leaf Bascule | 0 | 1 | Pre-Stressed Concrete | Stringer (Multi-Beam) | Fixed | 0 | 3 | 1959 | 0 | Paul Smith Construction Company of Tampa, Florida | Hedman, Hopkins and Horton | 6 | 6 | 132 | 40.23 | 318 | 96.93 | 42 | 12.8 | https://historicbridges.org/florida/brorein/little_brorein_5400_1_2vib_small.jpg | https://historicbridges.org/florida/brorein/little_brorein_5400_1_2vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/brorein/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.943434,-82.459020 | |||||||||||
| 7817 | Sulphur Springs Railroad Bridge | This is a regionally rare example of a railroad Pratt through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 28.021867 | -82.435274 | Railroad (CSX) | Hillsborough River | Tampa | Hillsborough County, Florida | Florida | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 7 | 120 | 36.58 | 120 | 36.58 | 0 | 0 | https://historicbridges.org/florida/sulphurspringsbridge/little_sulphurspringsbridge_3150_1_2vib_small.jpg | https://historicbridges.org/florida/sulphurspringsbridge/little_sulphurspringsbridge_3150_1_2vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/sulphurspringsbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=28.021867,-82.435274 | ||||||||||||||
| 7818 | Florida Avenue Bridge | James N. Holmes Bridge | This concrete t-beam bridge has attractive railings and retains good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. | 28.021014 | -82.459517 | Florida Avenue (FL-685, Business US-41) | Hillsborough River | Tampa | Hillsborough County, Florida | Florida | United States | Concrete | T-Beam | Fixed | 0 | 4 | 0 | 0 | 1926 | 0 | Unknown | 2 | 6 | 40 | 12.19 | 161.4 | 49.19 | 40.7 | 12.41 | https://historicbridges.org/florida/floridaavenue/little_floridaavenue_3333_small.jpg | https://historicbridges.org/florida/floridaavenue/little_floridaavenue_3333.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/floridaavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=28.021014,-82.459517 | ||||||||||||||||
| 7819 | Davis Boulevard Bridge | This relatively old steel stringer bridge is noted for its original concrete paneled railings. The technical description of the main or most noteworthy span of the bridge is a 19.4 ft (5.91 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 27.920293 | -82.458657 | Davis Boulevard | Canal | Tampa | Hillsborough County, Florida | Florida | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 5 | 0 | 0 | 1927 | 0 | Unknown | 2 | 4 | 19.4 | 5.91 | 99 | 30.18 | 36 | 10.97 | https://historicbridges.org/florida/davisblvd/little_davisblvd_6093_4_5vib_small.jpg | https://historicbridges.org/florida/davisblvd/little_davisblvd_6093_4_5vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/davisblvd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.920293,-82.458657 | |||||||||||||||||
| 7820 | Shore Crest Drive Bridge | This is a small concrete arch bridge of simple design. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) concrete deck arch, fixed. The bridge was primarily built by Unknown. | 27.940791 | -82.525410 | Shore Crest Drive | Salt Water Canal | Tampa | Hillsborough County, Florida | Florida | United States | Concrete | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1935 | 0 | Unknown | 2 | 5 | 24 | 7.32 | 24 | 7.32 | 24 | 7.32 | https://historicbridges.org/florida/shorecrest/little_img_20210105_154330_small.jpg | https://historicbridges.org/florida/shorecrest/little_img_20210105_154330.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/shorecrest/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.940791,-82.525410 | ||||||||||||||||
| 7821 | Sylvan Ramble Street Bridge | This is one of three tiny concrete arch bridges in this residential area. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 27.936489 | -82.521905 | Sylvan Ramble Street | Drainage Ditch | Tampa | Hillsborough County, Florida | Florida | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1931 | 0 | Unknown | 2 | 5 | 20 | 6.1 | 20 | 6.1 | 22 | 6.71 | https://historicbridges.org/florida/sylvanramble/little_sylvanramble_6285_small.jpg | https://historicbridges.org/florida/sylvanramble/little_sylvanramble_6285.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/sylvanramble/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.936489,-82.521905 | |||||||||||||||
| 7822 | Swann Circle Bridge North | This is one of three tiny concrete arch bridges in this residential area. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 27.938094 | -82.519231 | Swann Circle | Drainage Ditch | Tampa | Hillsborough County, Florida | Florida | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1930 | 0 | Unknown | 2 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/florida/swanncirclenorth/little_swanncirclenorth_6171_small.jpg | https://historicbridges.org/florida/swanncirclenorth/little_swanncirclenorth_6171.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/swanncirclenorth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.938094,-82.519231 | |||||||||||||||
| 7823 | Swann Circle Bridge South | This is one of three tiny concrete arch bridges in this residential area. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 27.937148 | -82.520793 | Swann Circle | Drainage Ditch | Tampa | Hillsborough County, Florida | Florida | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1930 | 0 | Unknown | 2 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/florida/swanncirclesouth/little_img_20210105_153146_small.jpg | https://historicbridges.org/florida/swanncirclesouth/little_img_20210105_153146.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/swanncirclesouth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.937148,-82.520793 | |||||||||||||||
| 7824 | Dundas Street Underpass | This is a tiny stone arch culvert that provides a pedestrian walkway under a bridge in Soper Park. The technical description of the main or most noteworthy span of the bridge is a 11.8 ft (3.6 m) stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 43.364281 | -80.303417 | Dundas Street | Pedestrian Walkway | Cambridge | Waterloo Region, Ontario | Ontario | Canada | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1920 | 0 | Unknown | 6 | 6 | 11.8 | 3.6 | 11.8 | 3.6 | 0 | 0 | https://historicbridges.org/ontario/soperpark/little_edblasinski-soperparkbridge19_small.jpg | https://historicbridges.org/ontario/soperpark/little_edblasinski-soperparkbridge19.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/soperpark/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.364281,-80.303417 | |||||||||||||||
| 7825 | Dundas Street Bridge | Although this bridge was replaced, the original stones from the previous bridge were match-marked and placed in the same spots on this replacement concrete bridge. The technical description of the main or most noteworthy span of the bridge is a 18.7 ft (5.7 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 43.364603 | -80.303929 | Dundas Street | Mill Creek | Cambridge | Waterloo Region, Ontario | Ontario | Canada | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1837 | 2004 | Unknown | 6 | 6 | 18.7 | 5.7 | 18.7 | 5.7 | 0 | 0 | https://historicbridges.org/ontario/cambridgemillcreek/little_edblasinski-millcreekbridge1_small.jpg | https://historicbridges.org/ontario/cambridgemillcreek/little_edblasinski-millcreekbridge1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/cambridgemillcreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.364603,-80.303929 | |||||||||||||||
| 7826 | Severn Falls Railway Bridge | This is a beautiful railway through truss bridge with plate girder approach spans in a scenic area. The technical description of the main or most noteworthy span of the bridge is a 215 ft (65.53 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 44.877742 | -79.605020 | Railroad (Canadian Pacific) | Severn River | Severn Falls | Muskoka District, Ontario and Simcoe County, Ontario | Ontario | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Deck | Girder | Fixed | 0 | 3 | 0 | 0 | Unknown | 7 | 7 | 215 | 65.53 | 420 | 128.02 | 0 | 0 | https://historicbridges.org/ontario/cprailwaysevernfalls/little_20201114_125538_small.jpg | https://historicbridges.org/ontario/cprailwaysevernfalls/little_20201114_125538.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/cprailwaysevernfalls/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.877742,-79.605020 | ||||||||||
| 7827 | Chisholm Trail Bridge | This is a classic Warren pony truss bridge that has concrete approach spans that may not be original to the bridge. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 44.794444 | -79.174444 | Kawartha Lakes Road 6 (Chisholm Trail) | Black River | Rural | Kawartha Lakes City, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | Concrete | Slab | Fixed | 0 | 2 | 0 | 0 | Unknown | 7 | 7 | 60 | 18.29 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/chisholmtrail/little_20210101_144144_small.jpg | https://historicbridges.org/ontario/chisholmtrail/little_20210101_144144.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/chisholmtrail/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.794444,-79.174444 | |||||||||||
| 7828 | Credit River Railway Bridge | Streetsville Mill Railway Bridge | This is a pair of deck truss spans of differing ages sharing a common substructure. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 43.576107 | -79.698485 | Railroad (Canadian Pacific, and Go (Milton Line)) | Credit River | Mississauga | Peel Region, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 10 | 1 | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 125 | 38.1 | 285 | 86.87 | 0 | 0 | https://historicbridges.org/ontario/streetsvillemillcreditriver/little_20201215_165331_small.jpg | https://historicbridges.org/ontario/streetsvillemillcreditriver/little_20201215_165331.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/streetsvillemillcreditriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.576107,-79.698485 | |||||||||
| 7829 | Glen Morris Road Railway Overpass | This pristine remnant of an abandoned railway line contains a unique pair of arches, one for the road, and a tiny one for a drainage ditch. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 43.289475 | -80.250158 | Railroad (Abandoned Grand Trunk) | Glen Morris Road East | South Dumfries | Brant County, Ontario | Ontario | Canada | Stone | Semicircular | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/southdumfriesglenmorrisroadeast/little_20201031_173512_small.jpg | https://historicbridges.org/ontario/southdumfriesglenmorrisroadeast/little_20201031_173512.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/southdumfriesglenmorrisroadeast/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.289475,-80.250158 | |||||||||||||||
| 7830 | Coldwater Mill Bridge | This bridge was replaced with a steel stringer bridge, but the heritage trusses were attached to the replacement bridge as decorative elements. The technical description of the main or most noteworthy span of the bridge is a 43 ft (13.11 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 44.708139 | -79.643806 | Mill Street | Coldwater River | Severn (Coldwater) | Simcoe County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 43 | 13.11 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/coldwatermill/little_20201114_113247_small.jpg | https://historicbridges.org/ontario/coldwatermill/little_20201114_113247.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/coldwatermill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.708139,-79.643806 | ||||||||||||||
| 7831 | Wallenstein Bridge | This is an uncommon curved t-beam bridge in Ontario, noted for its lack of alteration, skew, and large beams. The technical description of the main or most noteworthy span of the bridge is a concrete curved t-beam, fixed. The bridge was primarily built by E and E Seegmiller of Kitchener, Ontario. The bridge was primarily designed by C. C. Parker and Associates. | 43.582389 | -80.642417 | Herrgott Road (RR-10) | Conestogo River | Wellesley | Waterloo Region, Ontario | Ontario | Canada | Concrete | Curved | T-Beam | Fixed | 0 | 4 | 0 | 0 | 1960 | 0 | E and E Seegmiller of Kitchener, Ontario | C. C. Parker and Associates | 3 | 4 | 0 | 0 | 330 | 100.58 | 0 | 0 | https://historicbridges.org/ontario/wallenstein/little_20201218_141526_small.jpg | https://historicbridges.org/ontario/wallenstein/little_20201218_141526.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/wallenstein/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.582389,-80.642417 | |||||||||||||||
| 7832 | Fitch's Bridge | This is an uncommon unaltered example of a curved t-beam bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) concrete curved t-beam, fixed. The bridge was primarily built by Unknown. | 43.912667 | -81.233694 | CR-7 (Howick Turnberry Road) | North Maitland River | Morris-Turnberry | Huron County, Ontario | Ontario | Canada | Concrete | Curved | T-Beam | Fixed | 0 | 3 | 0 | 0 | 1957 | 0 | Unknown | 3 | 4 | 80 | 24.38 | 200 | 60.96 | 0 | 0 | https://historicbridges.org/ontario/fitchsbridge/little_20201228_165515_small.jpg | https://historicbridges.org/ontario/fitchsbridge/little_20201228_165515.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/fitchsbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.912667,-81.233694 | ||||||||||||||||
| 7833 | L | Howick Turnberry Road Bridge | This appears to be a somewhat early example of a pre-stressed concrete bridge in Ontario due to the ornamental railings. The technical description of the main or most noteworthy span of the bridge is a 73 ft (22.25 m) pre-stressed concrete slab, fixed. The bridge was primarily built by Unknown. | 43.904000 | -81.283306 | CR-7 (Howick Turnberry Road) | Maitland River | Morris-Turnberry | Huron County, Ontario | Ontario | Canada | Pre-Stressed Concrete | Slab | Fixed | 0 | 3 | 0 | 0 | 0 | 0 | Unknown | 2 | 3 | 73 | 22.25 | 160 | 48.77 | 0 | 0 | https://historicbridges.org/ontario/huronroad7maitlandriverwest/little_20201228_170336_small.jpg | https://historicbridges.org/ontario/huronroad7maitlandriverwest/little_20201228_170336.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/huronroad7maitlandriverwest/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.904000,-81.283306 | ||||||||||||||||
| 7834 | Cầu Trường Tiền (Truong Tien Bridge) | Cầu Tràng Tiền (Trang Tien Bridge) | One of the longest surviving historic bridges in the country is this multi-span bowstring truss with a long, complicated history. The technical description of the main or most noteworthy span of the bridge is a 220 ft (67.06 m) metal rivet-connected Bowstring through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Gustave Eiffel. | 16.468868 | 107.588863 | Hùng Vương | Perfume River (Sông Hương, Hương Giang) | Hue (Huế) | Thua Thien Hue Province (Thừa Thiên-Huế) | Thua Thien Hue Province (Thừa Thiên-Huế) | Vietnam (Việt Nam) | Metal | Bowstring | Rivet-Connected | Through | Truss | Fixed | 14 | 6 | 0 | 0 | 1899 | 0 | Unknown | Gustave Eiffel | 10 | 10 | 220 | 67.06 | 1320.8 | 402.58 | 0 | 0 | https://historicbridges.org/vietnam/truongtien/little_2019_04_1415_47_57_brg_4717_small.jpg | https://historicbridges.org/vietnam/truongtien/little_2019_04_1415_47_57_brg_4717.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=vietnam/truongtien/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=16.468868,107.588863 | ||||||||||||
| 7835 | Cầu kênh Nhiêu Lộc - Thị Nghè (Nhieu Loc - Thi Nghe Canal Bridge) | This is a rare surviving example of a riveted truss bridge on the main railway that runs through Vietnam. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 10.787935 | 106.670778 | Railroad (Sài Gòn - Nha Trang Railway) | Nhieu Loc - Thi Nghe Canal (kênh Nhiêu Lộc - Thị Nghè) | Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) | Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) | Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) | Vietnam (Việt Nam) | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 10 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/vietnam/nhieulocthinghecanalbridge/little_nhieulocthinghecanalbridge_brg_4279_small.jpg | https://historicbridges.org/vietnam/nhieulocthinghecanalbridge/little_nhieulocthinghecanalbridge_brg_4279.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=vietnam/nhieulocthinghecanalbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=10.787935,106.670778 | ||||||||||||||
| 7836 | Cầu Gò Dưa (Go Dua Canal Bridge) | Assumed to be the former highway bridge at this location, this rare concrete through arch bridge today carries large pipelines. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. | 10.839914 | 106.738972 | Pipeline | Go Dua Canal (rạch Gò Dưa) | Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) | Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) | Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) | Vietnam (Việt Nam) | Concrete | Rainbow | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 8 | 8 | 110 | 33.53 | 0 | 0 | 0 | 0 | https://historicbridges.org/vietnam/goduabridge/little_goduabridge_brg_3127_small.jpg | https://historicbridges.org/vietnam/goduabridge/little_goduabridge_brg_3127.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=vietnam/goduabridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=10.839914,106.738972 | |||||||||||||||
| 7837 | Cầu Gò Dưa (Go Dua Canal Bridge) | This is a rare riveted through truss bridge that remains in use on the main railway in Vietnam. The technical description of the main or most noteworthy span of the bridge is a 165 ft (50.29 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. | 10.840069 | 106.738952 | Railroad (Sài Gòn - Nha Trang Railway) | Go Dua Canal (rạch Gò Dưa) | Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) | Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) | Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) | Vietnam (Việt Nam) | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 0 | 0 | Unknown | 8 | 8 | 165 | 50.29 | 315 | 96.01 | 0 | 0 | https://historicbridges.org/vietnam/goduarailwaybridge/little_goduarailwaybridge_brg_3235_small.jpg | https://historicbridges.org/vietnam/goduarailwaybridge/little_goduarailwaybridge_brg_3235.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=vietnam/goduarailwaybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=10.840069,106.738952 | ||||||||||||||
| 7838 | Cầu Hàng Cót (Hang Cot Bridge) | This is one of a several railway overpass bridges that are found on this section of elevated railway. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Schneider et Cie of Le Creusot, France. | 21.038768 | 105.847129 | Railroad (Hanoi Railway) | Hàng Cót | Hanoi (Hà Nội) | Hanoi (Hà Nội) | Hanoi (Hà Nội) | Vietnam (Việt Nam) | Metal | Double-Intersection Warren | Rivet-Connected | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 1901 | 0 | Schneider et Cie of Le Creusot, France | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/vietnam/hangcotbridge/little_hangcotbridge_brg_6581_small.jpg | https://historicbridges.org/vietnam/hangcotbridge/little_hangcotbridge_brg_6581.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=vietnam/hangcotbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=21.038768,105.847129 | ||||||||||||||
| 7839 | Cầu Hàng Giấy (Hang Giay Bridge) | This is one of a several railway overpass bridges that are found on this section of elevated railway. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Schneider et Cie of Le Creusot, France. | 21.039206 | 105.848082 | Railroad (Hanoi Railway) | Hàng Giấy | Hanoi (Hà Nội) | Hanoi (Hà Nội) | Hanoi (Hà Nội) | Vietnam (Việt Nam) | Metal | Double-Intersection Warren | Rivet-Connected | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 1901 | 0 | Schneider et Cie of Le Creusot, France | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/vietnam/hanggiaybridge/little_hanggiaybridge_img_20181130_223608_small.jpg | https://historicbridges.org/vietnam/hanggiaybridge/little_hanggiaybridge_img_20181130_223608.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=vietnam/hanggiaybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=21.039206,105.848082 | ||||||||||||||
| 7840 | Cầu Nguyễn Thiếp (Nguyen Thiep Bridge) | This is a narrow concrete arch overpass built into a section of elevated railway. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 21.039801 | 105.849607 | Railroad (Hanoi Railway) | Nguyễn Thiếp | Hanoi (Hà Nội) | Hanoi (Hà Nội) | Hanoi (Hà Nội) | Vietnam (Việt Nam) | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/vietnam/nguyenthiepbridge/little_nguyenthiepbridge_brg_5053_small.jpg | https://historicbridges.org/vietnam/nguyenthiepbridge/little_nguyenthiepbridge_brg_5053.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=vietnam/nguyenthiepbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=21.039801,105.849607 | |||||||||||||||
| 7841 | Cầu Thác Dray Nur Bridge (Dray Nur Waterfall Bridge) | This is a very simply constructed suspension footbridge. The technical description of the main or most noteworthy span of the bridge is a metal swinging wire cable suspension, fixed. The bridge was primarily built by Unknown. | 12.541639 | 107.889023 | Pedestrian Walkway | Srepok River (Sông Serepôk) (sông Đăk Krông) | Buôn Ma Thuột | Đắk Nông Province (Tỉnh Đắk Nông) and Đắk Lắk Province (Tỉnh Đắk Lắk) | Đắk Nông Province (Tỉnh Đắk Nông) and Đắk Lắk Province (Tỉnh Đắk Lắk) | Vietnam (Việt Nam) | Metal | Swinging | Wire Cable | Suspension | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 2 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/vietnam/draynurwaterfallbridge/little_draynurwaterfallbridge_brg_7959_small.jpg | https://historicbridges.org/vietnam/draynurwaterfallbridge/little_draynurwaterfallbridge_brg_7959.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=vietnam/draynurwaterfallbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=12.541639,107.889023 | |||||||||||||||
| 7842 | Cầu Rạch Cát (Rach Cat Bridge) 2 | This riveted pony truss bridge has steeply inclined end spans. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Unknown. | 10.717336 | 106.626833 | Đường Rạch Cát | Lo Gom Canal (Kênh Lò Gốm) and Mễ Cốc | Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) | Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) | Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) | Vietnam (Việt Nam) | Metal | Double-Intersection Warren | Rivet-Connected | Pony | Truss | Fixed | 8 | 3 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 80 | 24.38 | 235 | 71.63 | 0 | 0 | https://historicbridges.org/vietnam/caurachcat2/little_img_20201027_144100_small.jpg | https://historicbridges.org/vietnam/caurachcat2/little_img_20201027_144100.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=vietnam/caurachcat2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=10.717336,106.626833 | ||||||||||||||
| 7843 | Cầu Rạch Cát (Rach Cat Bridge) 1 | This is not a particularly old style of Bailey truss bridge, but it is unusual for its curved arrangement. The technical description of the main or most noteworthy span of the bridge is a metal single-truss, single-story Bailey pony truss, fixed. The bridge was primarily built by Unknown. | 10.716582 | 106.626496 | Trương Đình Hội | Lo Gom Canal (Kênh Lò Gốm) | Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) | Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) | Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) | Vietnam (Việt Nam) | Metal | Bailey | Single-Truss, Single-Story | Pony | Truss | Fixed | 0 | 0 | 0 | 0 | 0 | 0 | Unknown | 2 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/vietnam/caurachcat1/little_img_20201027_144810_small.jpg | https://historicbridges.org/vietnam/caurachcat1/little_img_20201027_144810.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=vietnam/caurachcat1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=10.716582,106.626496 | ||||||||||||||
| 7844 | Cầu Vạn Nguyên (Van Nguyen Bridge) | This is a unique footbridge with a tall stairway providing a high clearance for boats. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Unknown. | 10.726884 | 106.631444 | Pedestrian Walkway | Lo Gom Canal (Kênh Lò Gốm) | Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) | Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) | Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) | Vietnam (Việt Nam) | Metal | Double-Intersection Warren | Rivet-Connected | Pony | Truss | Fixed | 8 | 3 | 0 | 0 | 0 | 0 | Unknown | 8 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/vietnam/cauvannguyen/little_img_20201027_152809_small.jpg | https://historicbridges.org/vietnam/cauvannguyen/little_img_20201027_152809.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=vietnam/cauvannguyen/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=10.726884,106.631444 | ||||||||||||||
| 7846 | ស្ពានឥន្ទនូ (Entanou Bridge) | Rainbow Bridge | This unique bridge features an unusually shaped cantilver truss which at one end holds a simple span truss that rests on it. The technical description of the main or most noteworthy span of the bridge is a concrete cantilever Howe through truss, fixed. The bridge was primarily built by Unknown. | 10.608489 | 104.176912 | Street 700 (ផ្លូវលេខ ៧០០) | Preaek Tuek Chhu (ព្រែកកំពង់បាយ) | Krong Kampot (ក្រុងកំពត) | Kampot Province (ខេត្តកំពត) | Kampot Province (ខេត្តកំពត) | Cambodia (កម្ពុជា) | Concrete | Howe | Through | Truss | Fixed | 0 | Cantilever | 0 | Concrete | Bowstring | Through | Truss | Fixed | 0 | 0 | 1925 | 2016 | Unknown | 10 | 10 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/cambodia/entanou_bridge/little_pxl_20240329_024458712.jpg | https://historicbridges.org/cambodia/entanou_bridge/little_pxl_20240329_024458712.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=cambodia/entanou_bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=10.608489,104.176912 | ||||||||
| 7847 | ស្ពានថ្មចាស់ (Spean Thmor Chase) | Old Stone Bridge | This unusual concrete arch bridge has spandrel bracing in the end spans. The technical description of the main or most noteworthy span of the bridge is a concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 13.090815 | 103.200796 | Street 137 and Street 213 | Sangkae River (ស្ទឹងសង្កែ) | Krong Battambang (ក្រុងបាត់ដំបង) | Battambang Province (បាត់ដំបង) | Battambang Province (បាត់ដំបង) | Cambodia (កម្ពុជា) | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 5 | 0 | 0 | 1916 | 0 | Unknown | 10 | 10 | 0 | 0 | 320 | 97.54 | 0 | 0 | https://historicbridges.org/cambodia/spean_thmor_chas/little_9_small.jpg | https://historicbridges.org/cambodia/spean_thmor_chas/little_9.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=cambodia/spean_thmor_chas/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=13.090815,103.200796 | ||||||||||||||
| 7848 | สะพานขาวทาชมภู (Tha Chomphu White Bridge) | This is a very rare example of a railway concrete through arch bridge and it remains in excellent condition. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. | 18.510579 | 99.218097 | Railroad (SRT) (รฟท): (Northern Line) (สายเหนือ) | Nam Mae Tha (น้ำแม่ทา) | Mae Tha District (แม่ทา) | Lamphun Province (ลำพูน) | Lamphun Province (ลำพูน) | Thailand (ประเทศไทย) | Concrete | Rainbow | Through | Arch | Fixed | 0 | 2 | 0 | 0 | 1920 | 0 | Unknown | 10 | 10 | 125 | 38.1 | 290 | 88.39 | 0 | 0 | https://historicbridges.org/thailand/whitebridge/little_13_small.jpg | https://historicbridges.org/thailand/whitebridge/little_13.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=thailand/whitebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=18.510579,99.218097 | |||||||||||||||
| 7849 | สะพานพระพุทธยอดฟ้า (Phra Phuttayotfa Bridge) | Memorial Bridge | This is an impressive through truss bascule bridge of landmark appearance. The technical description of the main or most noteworthy span of the bridge is a 255 ft (77.72 m) metal rivet-connected Warren through truss, movable: double leaf bascule. The bridge was primarily built by Dorman Long of Middlesbrough, England. | 13.739288 | 100.497605 | Tri Phet Road, Prajadhipok Road (ถนนตรีเพชร, ถนนประชาธิปก) | Chao Phraya River (แม่น้ำเจ้าพระยา) | Bangkok (กรุงเทพมหานคร) | Bangkok (กรุงเทพมหานคร) | Bangkok (กรุงเทพมหานคร) | Thailand (ประเทศไทย) | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Double Leaf Bascule | 0 | 1 | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 10 | 2 | 1932 | 0 | Dorman Long of Middlesbrough, England | 10 | 10 | 255 | 77.72 | 753.8 | 229.76 | 0 | 0 | https://historicbridges.org/thailand/memorial_bridge/little_2019-04-2811-24-50-brg_6733_small.jpg | https://historicbridges.org/thailand/memorial_bridge/little_2019-04-2811-24-50-brg_6733.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=thailand/memorial_bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=13.739288,100.497605 | |||||||
| 7850 | สะพานกรุงเทพ (Krungthep Bridge) | Bangkok Bridge | This is the younger of two large historic bascule bridges in the city, and this one still can open for boats. The technical description of the main or most noteworthy span of the bridge is a 196.8 ft (59.98 m) metal through girder, movable: double leaf bascule. The bridge was primarily built by Fuji Car Manufacturing Company of Osaka, Japan. | 13.700911 | 100.492020 | Mahaisawan Road (ถนนมไหสวรรย์) | Chao Phraya River (แม่น้ำเจ้าพระยา) | Bangkok (กรุงเทพมหานคร) | Bangkok (กรุงเทพมหานคร) | Bangkok (กรุงเทพมหานคร) | Thailand (ประเทศไทย) | Metal | Through | Girder | Movable: Double Leaf Bascule | 0 | 1 | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 10 | 0 | 1959 | 0 | Fuji Car Manufacturing Company of Osaka, Japan | 9 | 8 | 196.8 | 59.98 | 1151 | 350.82 | 39.4 | 12.01 | https://historicbridges.org/thailand/krung_thep_bridge/little_2019-04-2815-13-57-brg_9199_small.jpg | https://historicbridges.org/thailand/krung_thep_bridge/little_2019-04-2815-13-57-brg_9199.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=thailand/krung_thep_bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=13.700911,100.492020 | |||||||||
| 7851 | สะพานวัดเบญจมบพิตรดุสิตวนาราม (Wat Benchamabophit Dusitvanaram Bridges | This Buddhist temple is home to a small canal with three essentially identical cast iron arch footbridges. The technical description of the main or most noteworthy span of the bridge is a 32 ft (9.75 m) metal (cast iron) hingeless deck arch, fixed. The bridge was primarily built by Larini Nathan and Company of Milan, Italy. | 13.766424 | 100.513641 | Pedestrian Walkway | Temple Canal | Bangkok (กรุงเทพมหานคร) | Bangkok (กรุงเทพมหานคร) | Bangkok (กรุงเทพมหานคร) | Thailand (ประเทศไทย) | Metal (Cast Iron) | Hingeless | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1902 | 0 | Larini Nathan and Company of Milan, Italy | 9 | 9 | 32 | 9.75 | 32 | 9.75 | 0 | 0 | https://historicbridges.org/thailand/wat_benchamabophit/little_2019-04-2813-15-29-brg_8152_small.jpg | https://historicbridges.org/thailand/wat_benchamabophit/little_2019-04-2813-15-29-brg_8152.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=thailand/wat_benchamabophit/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=13.766424,100.513641 | |||||||||||||||
| 7852 | ขัวเหล็ก สะพานเหล็ก (Iron Bridge) | สะพานนวรัฐ (Nawarat Bridge) | This rare surviving riveted through truss highway bridge has been left in place as a non-structural decoration on a concrete superstructure. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 18.784011 | 99.004551 | Loi Kroh Road (ถนน ลอยเคราะห์) | Ping River (แม่น้ำปิง) | Chiang Mai (เชียงใหม่) | Chiang Mai Province (จังหวัดเชียงใหม่) | Chiang Mai Province (จังหวัดเชียงใหม่) | Thailand (ประเทศไทย) | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 7 | 5 | 0 | 1 | 1923 | 0 | Unknown | 7 | 7 | 65 | 19.81 | 400 | 121.92 | 0 | 0 | https://historicbridges.org/thailand/loi_kroh_road_bridge/little_2019-04-2909-15-47-brg_9382_small.jpg | https://historicbridges.org/thailand/loi_kroh_road_bridge/little_2019-04-2909-15-47-brg_9382.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=thailand/loi_kroh_road_bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=18.784011,99.004551 | |||||||||||||
| 7853 | สะพานมัฆวานรังสรรค์ (Makkhawan Rangsan Bridge) | This bridge is noted for its highly ornamented fascia, railing, plus it has decorative posts at each end. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Carlo Allegri of Milan, Italy. | 13.763671 | 100.509394 | Ratchadamnoen Avenue (ถนนราชดำเนิน) | Khlong Phadung Krung Kasem (คลองผดุงกรุงเกษม) | Bangkok (กรุงเทพมหานคร) | Bangkok (กรุงเทพมหานคร) | Bangkok (กรุงเทพมหานคร) | Thailand (ประเทศไทย) | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1903 | 1994 | Unknown | Carlo Allegri of Milan, Italy | 7 | 7 | 75 | 22.86 | 75 | 22.86 | 65 | 19.81 | https://historicbridges.org/thailand/makkhawan_rangsan_bridge/little_2019-04-2814-07-45-brg_8626_small.jpg | https://historicbridges.org/thailand/makkhawan_rangsan_bridge/little_2019-04-2814-07-45-brg_8626.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=thailand/makkhawan_rangsan_bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=13.763671,100.509394 | ||||||||||||||||
| 7854 | สะพานเฉลิมโลก (Chaloem Loke Bridge) | This is a small concrete arch bridge with an arched deck to match. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 13.749400 | 100.540994 | Ratchadamri Road | Khlong Saen Saep (คลองแสนแสบ) | Bangkok (กรุงเทพมหานคร) | Bangkok (กรุงเทพมหานคร) | Bangkok (กรุงเทพมหานคร) | Thailand (ประเทศไทย) | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/thailand/chaloem_loke_bridge/little_2019-04-2718-35-59-brg_6313_small.jpg | https://historicbridges.org/thailand/chaloem_loke_bridge/little_2019-04-2718-35-59-brg_6313.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=thailand/chaloem_loke_bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=13.749400,100.540994 | |||||||||||||||
| 7855 | สะพานรถไฟคลองแสนแสบ (Khlong Saen Saep Railway Bridge) | This railway truss bridge is noted for its width which resulted in a design of four truss lines. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 13.752672 | 100.519066 | Railroad (SRT) (รฟท): (Northern Line) (สายเหนือ), Northeastern Line (สายตะวันออกเฉียงเหนือ), and Eastern Line (สายตะวันออก) | Khlong Saen Saep (คลองแสนแสบ) | Bangkok (กรุงเทพมหานคร) | Bangkok (กรุงเทพมหานคร) | Bangkok (กรุงเทพมหานคร) | Thailand (ประเทศไทย) | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 100 | 30.48 | 100 | 30.48 | 0 | 0 | https://historicbridges.org/thailand/saen_saep_railway_bridge/little_2019-04-2718-27-01-brg_6260_small.jpg | https://historicbridges.org/thailand/saen_saep_railway_bridge/little_2019-04-2718-27-01-brg_6260.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=thailand/saen_saep_railway_bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=13.752672,100.519066 | ||||||||||||||
| 7856 | Eisenbahnbrücke Eglisau (Eglisau Railway Bridge) | This bridge features an impressive combination of stone and metal truss construction. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal rivet-connected Whipple (Double-Intersection Pratt) deck truss, fixed. The bridge was primarily built by Unknown. | 47.577562 | 8.510099 | Railroad (SBB) (Eglisau-Neuhausen Line) | Rhine River (Rhein) | Eglisau | Zürich | Zürich | Switzerland (Schweiz) | Metal | Whipple (Double-Intersection Pratt) | Rivet-Connected | Deck | Truss | Fixed | 20 | 1 | Stone | Semicircular | Deck | Arch | Fixed | 0 | 20 | 1897 | 0 | Unknown | 8 | 8 | 300 | 91.44 | 1440 | 438.91 | 0 | 0 | https://historicbridges.org/switzerland/eglisaubridge/little_eglisaubridge_2017_07_10_08_00-003_small.jpg | https://historicbridges.org/switzerland/eglisaubridge/little_eglisaubridge_2017_07_10_08_00-003.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=switzerland/eglisaubridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.577562,8.510099 | |||||||||
| 7857 | Aare Eisenbahnbrücke (Aare Railway Bridge) | Aarebrücke Koblenz | This is a multi-span through truss railway bridge, and it is curved and skewed. The technical description of the main or most noteworthy span of the bridge is a 156.8 ft (47.79 m) metal rivet-connected Camelback through truss, fixed. The bridge was primarily built by Unknown. | 47.597660 | 8.220880 | Railroad (SBB) (Stein-Säckingen – Koblenz) | Aare | Koblenz and Leuggern | Aargau | Aargau | Switzerland (Schweiz) | Metal | Camelback | Rivet-Connected | Through | Truss | Fixed | 10 | 5 | 0 | 0 | 1892 | 0 | Unknown | 7 | 7 | 156.8 | 47.79 | 774 | 235.92 | 0 | 0 | https://historicbridges.org/switzerland/koblenzrail/little_koblenzarch_2017_07_10_08_48-021_2_3v_small.jpg | https://historicbridges.org/switzerland/koblenzrail/little_koblenzarch_2017_07_10_08_48-021_2_3v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=switzerland/koblenzrail/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.597660,8.220880 | |||||||||||||
| 7858 | Aarebrücke Koblenz (Aare Koblenz Bridge) | This is an attractive two span through arch bridge. The technical description of the main or most noteworthy span of the bridge is a 290 ft (88.39 m) metal Braced Ribbed through arch, fixed. The bridge was primarily built by Unknown. | 47.605190 | 8.223160 | Hauptstrasse 7 | Aare | Koblenz and Leuggern | Aargau | Aargau | Switzerland (Schweiz) | Metal | Braced Ribbed | Through | Arch | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 290 | 88.39 | 586 | 178.61 | 0 | 0 | https://historicbridges.org/switzerland/koblenzarch/little_koblenzarch_2017_07_10_08_53-009_10_11v_small.jpg | https://historicbridges.org/switzerland/koblenzarch/little_koblenzarch_2017_07_10_08_53-009_10_11v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=switzerland/koblenzarch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.605190,8.223160 | |||||||||||||||
| 7859 | Ganterbrücke (Ganter Bridge) | Pont du Ganter | Although not very old, this bridge has become famous as one of the most impressive examples of an extradosed bridge in the world. The technical description of the main or most noteworthy span of the bridge is a 571 ft (174.04 m) pre-stressed concrete extradosed, fixed. The bridge was primarily built by VSL. The bridge was primarily designed by Christian Menn. | 46.296750 | 8.050400 | Simplonstrasse (Highway 9) | Ganter River | Brig | Valais | Valais | Switzerland (Schweiz) | Pre-Stressed Concrete | Extradosed | Fixed | 0 | 3 | 0 | 5 | 1980 | 2008 | VSL | Christian Menn | 7 | 7 | 571 | 174.04 | 2224 | 677.88 | 0 | 0 | https://historicbridges.org/switzerland/ganterbrucke/little_ganterbrucke_2017_07_09_14_05-009_10_11v_small.jpg | https://historicbridges.org/switzerland/ganterbrucke/little_ganterbrucke_2017_07_09_14_05-009_10_11v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=switzerland/ganterbrucke/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.296750,8.050400 | |||||||||||||||
| 7860 | Alte Ganterbrücke (Old Ganter Bridge) | This smaller bridge has been dwarfed by the larger and newer Ganter Bridge nearby. The technical description of the main or most noteworthy span of the bridge is a concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 46.297370 | 8.062350 | Old Simplon Pass Road | Ganter River | Brig | Valais | Valais | Switzerland (Schweiz) | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/switzerland/ganterbruckeold/little_ganterbrucke_2017_07_09_14_15-006_small.jpg | https://historicbridges.org/switzerland/ganterbruckeold/little_ganterbrucke_2017_07_09_14_15-006.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=switzerland/ganterbruckeold/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.297370,8.062350 | |||||||||||||||
| 7861 | Salginatobelbrücke (Salginatobel Bridge) | This bridge is one of the most significant concrete bridges in the country, designed by famous engineer Robert Maillart. The technical description of the main or most noteworthy span of the bridge is a 295.4 ft (90.04 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Prader. The bridge was primarily designed by Robert Maillart. | 46.981760 | 9.718170 | Crausch | Salginabach | Schiers | Grisons (Graubünden) | Grisons (Graubünden) | Switzerland (Schweiz) | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 7 | 1930 | 1998 | Prader | Robert Maillart | 10 | 10 | 295.4 | 90.04 | 434 | 132.28 | 11.5 | 3.51 | https://historicbridges.org/switzerland/salginatobel/little_salginatobel_2017_07_09_21_20-018_small.jpg | https://historicbridges.org/switzerland/salginatobel/little_salginatobel_2017_07_09_21_20-018.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=switzerland/salginatobel/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.981760,9.718170 | ||||||||||||||
| 7862 | Teufelsbrücke (Devil's Bridge) | Old Bridge | This is the oldest and most bizarre of three bridges located here in the Schöllenen Gorge. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 46.647290 | 8.590340 | Schöllenenschlucht | Reuss (Rüüss) | Andermatt | Uri | Uri | Switzerland (Schweiz) | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 8 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/switzerland/teufelsbruckeold/little_teufelsbrucke_2017_07_09_18_27-018_small.jpg | https://historicbridges.org/switzerland/teufelsbruckeold/little_teufelsbrucke_2017_07_09_18_27-018.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=switzerland/teufelsbruckeold/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.647290,8.590340 | ||||||||||||||
| 7863 | Teufelsbrücke (Devil's Bridge) | New Bridge | This is the newest of three bridges located here in the Schöllenen Gorge. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 46.647526 | 8.590916 | Gotthardstrasse (Highway 2) | Reuss (Rüüss) | Andermatt | Uri | Uri | Switzerland (Schweiz) | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1958 | 0 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/switzerland/teufelsbruckenew/little_teufelsbrucke_2017_07_09_18_38-024_5_6v_small.jpg | https://historicbridges.org/switzerland/teufelsbruckenew/little_teufelsbrucke_2017_07_09_18_38-024_5_6v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=switzerland/teufelsbruckenew/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.647526,8.590916 | ||||||||||||||
| 7864 | Teufelsbrücke (Devil's Bridge) | Railway Bridge | This is one of three bridges located here in the Schöllenen Gorge. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 46.646153 | 8.589887 | Railroad (Matterhorn Gotthard Bahn) | Reuss (Rüüss) | Andermatt | Uri | Uri | Switzerland (Schweiz) | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | Stone | Semicircular | Deck | Arch | Fixed | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/switzerland/teufelsbruckerail/little_teufelsbrucke_2017_07_09_18_39-011_small.jpg | https://historicbridges.org/switzerland/teufelsbruckerail/little_teufelsbrucke_2017_07_09_18_39-011.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=switzerland/teufelsbruckerail/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.646153,8.589887 | |||||||||
| 7865 | Neue Russeinbrücke (New Russeiner Bridge) | Punt Russein | This large concrete arch bridge replaced an earlier timber bridge that remains nearby and also is next to a stone arch railway bridge. The technical description of the main or most noteworthy span of the bridge is a concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 46.721157 | 8.896842 | Via Sursilvana (Via Principala, Highway 19) | Aua da Russein | Disentis/Mustér and Sumvitg | Grisons (Graubünden) | Grisons (Graubünden) | Switzerland (Schweiz) | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1937 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/switzerland/puntdarussein/little_puntdarussein_2017_07_09_19_51-003_small.jpg | https://historicbridges.org/switzerland/puntdarussein/little_puntdarussein_2017_07_09_19_51-003.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=switzerland/puntdarussein/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.721157,8.896842 | ||||||||||||||
| 7866 | Val Russein-Viadukt | This high level stone arch bridge sits next to a concrete arch highway bridge. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 46.721055 | 8.896952 | Railroad (Rhätische Bahn) | Aua da Russein | Disentis/Mustér and Sumvitg | Grisons (Graubünden) | Grisons (Graubünden) | Switzerland (Schweiz) | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1911 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/switzerland/puntdarusseinrail/little_puntdarussein_2017_07_09_19_52-006_small.jpg | https://historicbridges.org/switzerland/puntdarusseinrail/little_puntdarussein_2017_07_09_19_52-006.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=switzerland/puntdarusseinrail/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.721055,8.896952 | |||||||||||||||
| 7867 | Pont de Gueuroz (Gueuroz Bridge) | This large concrete arch span was the highest in Europe for many years and remains one of the highest. The technical description of the main or most noteworthy span of the bridge is a 324.8 ft (99 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Couchepin Dubuis et Cie. The bridge was primarily designed by Alexandre Sarrasin of Lausanne, Switzerland. | 46.128710 | 7.040160 | Route de Gueuroz | Trient | Gueuroz (Vernayaz) | Valais | Valais | Switzerland (Schweiz) | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1934 | 2005 | Couchepin Dubuis et Cie | Alexandre Sarrasin of Lausanne, Switzerland | 9 | 9 | 324.8 | 99 | 614 | 187.15 | 0 | 0 | https://historicbridges.org/switzerland/pontdegueuroz/little_pontdegueuroz_2017_07_09_11_59-012_3_4v_small.jpg | https://historicbridges.org/switzerland/pontdegueuroz/little_pontdegueuroz_2017_07_09_11_59-012_3_4v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=switzerland/pontdegueuroz/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.128710,7.040160 | ||||||||||||||
| 7868 | Pont Ferroviaire de la Dranse (Dranse Railway Bridge) | This is a representative example of a small scale riveted truss railway bridge in Switzerland. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt pony truss, fixed. The bridge was primarily built by Unknown. | 46.106730 | 7.072420 | Railroad (SBB) | Dranse | Martigny | Valais | Valais | Switzerland (Schweiz) | Metal | Pratt | Rivet-Connected | Pony | Truss | Fixed | 11 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/switzerland/martignybridge/little_martignybridgeandcastle_2017_07_09_12_21-015_small.jpg | https://historicbridges.org/switzerland/martignybridge/little_martignybridgeandcastle_2017_07_09_12_21-015.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=switzerland/martignybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.106730,7.072420 | ||||||||||||||
| 7869 | Leuk Bridge 1 | This is one of several bridges in this immediate area over the river, and this bridge is a traditional Warren deck truss. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 46.312370 | 7.638800 | Kantonsstrasse (Zudannazstrasse) | Rhône | Leuk (Loèche-Ville) | Valais | Valais | Switzerland (Schweiz) | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 12 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/switzerland/leuk1/little_leukbridges_2017_07_09_12_56-028_small.jpg | https://historicbridges.org/switzerland/leuk1/little_leukbridges_2017_07_09_12_56-028.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=switzerland/leuk1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.312370,7.638800 | ||||||||||||||
| 7870 | Leuk Bridge 2 | This is one of several bridges in this immediate area over the river, and this bridge may be an early example of a welded truss bridge in the country. The technical description of the main or most noteworthy span of the bridge is a metal welded deck truss, fixed. The bridge was primarily built by Unknown. | 46.312230 | 7.638330 | Unnamed Road | Rhône | Leuk (Loèche-Ville) | Valais | Valais | Switzerland (Schweiz) | Metal | Welded | Deck | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/switzerland/leuk2/little_leukbridges_2017_07_09_13_00_small.jpg | https://historicbridges.org/switzerland/leuk2/little_leukbridges_2017_07_09_13_00.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=switzerland/leuk2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.312230,7.638330 | |||||||||||||||
| 7871 | Leuk Bridge 4 | This is one of several bridges in this immediate area over the river, and this bridge is a walkway and support for a dam. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 46.312090 | 7.637580 | Dam Access | Rhône | Leuk (Loèche-Ville) | Valais | Valais | Switzerland (Schweiz) | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 4 | 4 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/switzerland/leukdam/little_leukbridges_2017_07_09_12_58-003_4_5v_small.jpg | https://historicbridges.org/switzerland/leukdam/little_leukbridges_2017_07_09_12_58-003_4_5v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=switzerland/leukdam/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.312090,7.637580 | ||||||||||||||
| 7872 | Leuk Bridge 3 | This is one of several bridges in this immediate area over the river, and this bridge has stone and steel spans. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 46.312690 | 7.640520 | LLB Strasse | Rhône | Leuk (Loèche-Ville) | Valais | Valais | Switzerland (Schweiz) | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 0 | 1 | Stone | Semicircular | Deck | Arch | Fixed | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/switzerland/leuk3/little_leukbridges_2017_07_09_13_00-006_small.jpg | https://historicbridges.org/switzerland/leuk3/little_leukbridges_2017_07_09_13_00-006.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=switzerland/leuk3/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.312690,7.640520 | |||||||||
| 7873 | Powick Stone Bridge | Powick Old Bridge | This ancient stone arch bridge has been preserved for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 52.170331 | -2.242435 | Old Road | River Teme | Powick and Worcester | West Midlands, England | England | United Kingdom | Stone | Segmental | Deck | Arch | Fixed | 0 | 5 | 0 | 0 | 1447 | 0 | Unknown | 9 | 10 | 0 | 0 | 196.8 | 59.98 | 0 | 0 | https://historicbridges.org/unitedkingdom/powickstonebridge/little_powickstonebridge_1125_small.jpg | https://historicbridges.org/unitedkingdom/powickstonebridge/little_powickstonebridge_1125.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/powickstonebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=52.170331,-2.242435 | ||||||||||||||
| 7874 | Severn Bridge (Pont Hafren) | This bridge is one of the major suspension bridges in the United Kingdom. The technical description of the main or most noteworthy span of the bridge is a 3239.8 ft (987.49 m) metal wire cable suspension, fixed. The bridge was primarily built by Sir William Arrol and Company of Glasgow, Scotland and Cleveland Bridge and Engineering Company of Darlington, England. The bridge was primarily designed by Freeman Fox and Partners and Mott, Hay and Anderson of London, England. | 51.610107 | -2.640496 | M48 | River Severn (Afon Hafren) and River Wye (Afon Gwy) | Rural | South West, England and Monmouthshire (Sir Fynwy), Wales (Cymru) | England | United Kingdom | Metal | Wire Cable | Suspension | Fixed | 0 | 3 | Metal | Wire Cable | Cable-Stayed | Fixed | 0 | 0 | 1966 | 1991 | Sir William Arrol and Company of Glasgow, Scotland and Cleveland Bridge and Engineering Company of Darlington, England | Freeman Fox and Partners and Mott, Hay and Anderson of London, England | 8 | 8 | 3239.8 | 987.49 | 5227.2 | 1593.25 | 0 | 0 | https://historicbridges.org/unitedkingdom/severnsuspension/little_severnsuspension_8082_small.jpg | https://historicbridges.org/unitedkingdom/severnsuspension/little_severnsuspension_8082.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/severnsuspension/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.610107,-2.640496 | |||||||||||
| 7875 | New Scowcroft Bridge | This riveted truss bridge also has a rare helicoidal skewed arch span, and sits next to an older cast iron truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt pony truss, fixed. The bridge was primarily built by Unknown. | 53.555880 | -2.171828 | Railroad (Manchester and Leeds Railway) | Rochdale Canal | Oldham (Chadderton) | North West, England | England | United Kingdom | Metal | Pratt | Rivet-Connected | Pony | Truss | Fixed | 0 | 1 | Brick | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/unitedkingdom/irondongernew/little_irondongernew_7205_6_7v_small.jpg | https://historicbridges.org/unitedkingdom/irondongernew/little_irondongernew_7205_6_7v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/irondongernew/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.555880,-2.171828 | ||||||||||
| 7876 | Scowcroft Lane Bridge | Bridge 70 | This is one of a few bridges of heritage value found along this section of canal. The technical description of the main or most noteworthy span of the bridge is a stone Elliptical deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by William Jessop. | 53.555396 | -2.170908 | Scowcroft Lane | Rochdale Canal | Oldham (Chadderton) | North West, England | England | United Kingdom | Stone | Elliptical | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1804 | 0 | Unknown | William Jessop | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/unitedkingdom/irondonger70/little_irondonger70_7406_7_8v_small.jpg | https://historicbridges.org/unitedkingdom/irondonger70/little_irondonger70_7406_7_8v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/irondonger70/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.555396,-2.170908 | |||||||||||||
| 7877 | Boarshaw Lane Bridge | Bridge 69 | This small stone arch bridge also features a stone culvert span built into an abutment. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 53.559807 | -2.175487 | Boarshaw Lane | Rochdale Canal | Middleton | North West, England | England | United Kingdom | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | Unknown | 3 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/unitedkingdom/irondonger69/little_irondonger69_7151_2_3v_small.jpg | https://historicbridges.org/unitedkingdom/irondonger69/little_irondonger69_7151_2_3v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/irondonger69/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.559807,-2.175487 | |||||||||
| 7878 | Bacup Road Bridge | Bridge 31 | This is one of several stone arch bridges found crossing this canal. The technical description of the main or most noteworthy span of the bridge is a stone Elliptical deck arch, fixed. The bridge was primarily built by Unknown. | 53.704539 | -2.108677 | Bacup Road (A681) | Rochdale Canal | Todmorden | Yorkshire and the Humber, England | England | United Kingdom | Stone | Elliptical | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/unitedkingdom/gauxholmehighway/little_gauxholmehighway_9332_small.jpg | https://historicbridges.org/unitedkingdom/gauxholmehighway/little_gauxholmehighway_9332.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/gauxholmehighway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.704539,-2.108677 | ||||||||||||||
| 7879 | Church Lane Bridge | This is an attractive three span arch bridge with a large central span flanked by a similar smaller span on each side. The technical description of the main or most noteworthy span of the bridge is a stone and brick Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 54.044208 | -1.309272 | Church Lane (New Road) | Ouse Gill Beck | Little Ouseburn and Great Ouseburn | Yorkshire and the Humber, England | England | United Kingdom | Stone and Brick | Segmental | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 0 | 0 | Unknown | 4 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/unitedkingdom/ousegillbeckbridge/little_ousegillbeckbridge_9866_7_8v_small.jpg | https://historicbridges.org/unitedkingdom/ousegillbeckbridge/little_ousegillbeckbridge_9866_7_8v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/ousegillbeckbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=54.044208,-1.309272 | |||||||||||||||
| 7880 | Glenfinnan Viaduct | This enormous concrete arch bridge is significant for its age and length, and was made famous in the Harry Potter movies. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Robert McAlpine and Sons of Glasgow, Scotland. The bridge was primarily designed by Simpson and Wilson. | 56.876200 | -5.431263 | Railroad (West Highland Extension Railway) | River Finnan | Glenfinnan | Highland, Scotland | Scotland | United Kingdom | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 21 | 0 | 0 | 1901 | 0 | Robert McAlpine and Sons of Glasgow, Scotland | Simpson and Wilson | 10 | 10 | 50 | 15.24 | 1246.7 | 379.99 | 0 | 0 | https://historicbridges.org/unitedkingdom/glenfinnanviaduct/little_glenfinnanviaduct_2047_small.jpg | https://historicbridges.org/unitedkingdom/glenfinnanviaduct/little_glenfinnanviaduct_2047.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/glenfinnanviaduct/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=56.876200,-5.431263 | ||||||||||||||
| 7881 | Spey Bridge | This concrete arch bridge is noted for is long span and comparatively shallow arch. The technical description of the main or most noteworthy span of the bridge is a 240 ft (73.15 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Melville, Dundas, and Whitson. The bridge was primarily designed by Blythe and Blyth. | 57.321494 | -3.606026 | A95 | River Spey | Grantown-on-Spey | Highland, Scotland | Scotland | United Kingdom | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1931 | 0 | Melville, Dundas, and Whitson | Blythe and Blyth | 7 | 7 | 240 | 73.15 | 0 | 0 | 0 | 0 | https://historicbridges.org/unitedkingdom/speybridge/little_speybridge_2821_2_3v_small.jpg | https://historicbridges.org/unitedkingdom/speybridge/little_speybridge_2821_2_3v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/speybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=57.321494,-3.606026 | ||||||||||||||
| 7882 | Bridge of Avon | Ballindalloch Bridge | This stone arch bridge has been left in place for pedestrian use in its location next to the South Lodge of Ballindalloch Castle. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by General Grant of Ballandalloch, Scotland. The bridge was primarily designed by George Burn. | 57.406023 | -3.360956 | Pedestrian Walkway | River Avon | Ballindalloch | Moray, Scotland | Scotland | United Kingdom | Stone | Segmental | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1800 | 0 | General Grant of Ballandalloch, Scotland | George Burn | 7 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/unitedkingdom/bridgeofavon/little_bridgeofavon_2920_1_2v_stitch_small.jpg | https://historicbridges.org/unitedkingdom/bridgeofavon/little_bridgeofavon_2920_1_2v_stitch.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/bridgeofavon/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=57.406023,-3.360956 | |||||||||||||
| 7883 | Gairlochy Bridge | This is a small plate girder bobtail swing bridge of standard design. The technical description of the main or most noteworthy span of the bridge is a metal through girder, movable: swing, Bobtail. The bridge was primarily built by Sir William Arrol and Company of Glasgow, Scotland. | 56.913018 | -4.997360 | B8004 | Caledonian Canal | Gairlochy | Highland, Scotland | Scotland | United Kingdom | Metal | Through | Girder | Movable: Swing | Bobtail | 0 | 1 | 0 | 0 | 1935 | 0 | Sir William Arrol and Company of Glasgow, Scotland | 3 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/unitedkingdom/gairlochybridge/little_gairlochybridge_2500_small.jpg | https://historicbridges.org/unitedkingdom/gairlochybridge/little_gairlochybridge_2500.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/gairlochybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=56.913018,-4.997360 | |||||||||||||||
| 7884 | Tintern Bridge | Old Tramway Bridge, Wireworks Bridge | This former tramway bridge retains its original materials and design despite conversion to a pedestrian bridge. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) metal Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Reed Brothers of London, England and Isca Foundry of Newport, Wales. The bridge was primarily designed by S. H. Yockney and Son of Westminster, England. | 51.699442 | -2.681366 | Private Walkway (Former Tramway) | River Wye (Afon Gwy) | Tintern (Tyndyrn) | South West, England and Monmouthshire (Sir Fynwy), Wales (Cymru) | England | United Kingdom | Metal | Double-Intersection Warren | Pony | Truss | Fixed | 0 | 3 | Stone | Semicircular | Deck | Arch | Fixed | 0 | 2 | 1875 | 0 | Reed Brothers of London, England and Isca Foundry of Newport, Wales | S. H. Yockney and Son of Westminster, England | 7 | 7 | 72 | 21.95 | 265 | 80.77 | 0 | 0 | https://historicbridges.org/unitedkingdom/tinternparvabridge/little_tinternparvabridge_8835_small.jpg | https://historicbridges.org/unitedkingdom/tinternparvabridge/little_tinternparvabridge_8835.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/tinternparvabridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.699442,-2.681366 | ||||||||
| 7885 | Waverley Station Footbridge | Providing access to the Waverley Station, this footbridge is a lattice girder bnridge that extends into the building itself. The technical description of the main or most noteworthy span of the bridge is a metal Lattice through girder, fixed. The bridge was primarily built by P. and W. MacLellan of Glasgow, Scotland. | 55.952957 | -3.187241 | Pedestrian Walkway | Railroad (Network Rail) | Edinburgh | City of Edinburgh, Scotland | Scotland | United Kingdom | Metal | Lattice | Through | Girder | Fixed | 0 | 0 | 0 | 0 | 1901 | 0 | P. and W. MacLellan of Glasgow, Scotland | 5 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/unitedkingdom/edinburghwaverleystation/little_edinburghwaverleystation_5633_small.jpg | https://historicbridges.org/unitedkingdom/edinburghwaverleystation/little_edinburghwaverleystation_5633.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/edinburghwaverleystation/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=55.952957,-3.187241 | |||||||||||||||
| 7886 | Forth Road Bridge | This was the longest suspension bridge in the world outside of the United States when it was completed. The technical description of the main or most noteworthy span of the bridge is a 3301 ft (1006.14 m) metal deck truss stiffening wire cable suspension, fixed. The bridge was primarily built by Sir William Arrol and Company of Glasgow, Scotland and Cleveland Bridge and Engineering Company of Darlington, England. The bridge was primarily designed by Freeman Fox and Partners and Mott, Hay and Anderson of London, England. | 56.001735 | -3.404213 | A9000 | Firth of Forth | Queensferry and North Queensferry | City of Edinburgh, Scotland and Fife, Scotland | Scotland | United Kingdom | Metal | Deck Truss Stiffening | Wire Cable | Suspension | Fixed | 0 | 3 | 0 | 0 | 1964 | 2018 | Sir William Arrol and Company of Glasgow, Scotland and Cleveland Bridge and Engineering Company of Darlington, England | Freeman Fox and Partners and Mott, Hay and Anderson of London, England | 7 | 7 | 3301 | 1006.14 | 8241 | 2511.86 | 0 | 0 | https://historicbridges.org/unitedkingdom/forthroadbridge/little_forthroadbridge2_7280_small.jpg | https://historicbridges.org/unitedkingdom/forthroadbridge/little_forthroadbridge2_7280.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/forthroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=56.001735,-3.404213 | ||||||||||||||
| 7887 | Station Road Bridge | Dalmeny Station Bridge | This small overpass is supported by both deck plate girders and through lattice girder. The technical description of the main or most noteworthy span of the bridge is a metal Lattice through girder, fixed. The bridge was primarily built by Unknown. | 55.986771 | -3.381814 | Railroad (Network Rail) | Station Road | Queensferry | City of Edinburgh, Scotland | Scotland | United Kingdom | Metal | Lattice | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/unitedkingdom/stationroadbridge/little_stationroadbridge_5516_7_8v_small.jpg | https://historicbridges.org/unitedkingdom/stationroadbridge/little_stationroadbridge_5516_7_8v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/stationroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=55.986771,-3.381814 | ||||||||||||||
| 7888 | Regent Bridge | This stone arch bridge has tall ornamental colonnades on the deck. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Archibald Elliot and Robert Stevenson. | 55.953690 | -3.187250 | Waterloo Place (A1) | Calton Road | Edinburgh | City of Edinburgh, Scotland | Scotland | United Kingdom | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1819 | 0 | Unknown | Archibald Elliot and Robert Stevenson | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/unitedkingdom/waterlooplacebridge/little_waterlooplacebridge_5705_6_7v_small.jpg | https://historicbridges.org/unitedkingdom/waterlooplacebridge/little_waterlooplacebridge_5705_6_7v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/waterlooplacebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=55.953690,-3.187250 | ||||||||||||||
| 7889 | Tamar Bridge | This is a good example of a mid 20th century suspension bridge, and it has been widened. The technical description of the main or most noteworthy span of the bridge is a 1099 ft (334.98 m) metal deck truss stiffening wire cable suspension, fixed. The bridge was primarily built by Cleveland Bridge and Engineering Company of Darlington, England. The bridge was primarily designed by Mott, Hay and Anderson of London, England. | 50.408198 | -4.203599 | A38 | River Tamar | Saltash and Plymouth | South West, England | England | United Kingdom | Metal | Deck Truss Stiffening | Wire Cable | Suspension | Fixed | 0 | 3 | 0 | 0 | 1962 | 2001 | Cleveland Bridge and Engineering Company of Darlington, England | Mott, Hay and Anderson of London, England | 6 | 6 | 1099 | 334.98 | 1848 | 563.27 | 0 | 0 | https://historicbridges.org/unitedkingdom/tamarbridge/little_tamarbridge_5529_30_31v_small.jpg | https://historicbridges.org/unitedkingdom/tamarbridge/little_tamarbridge_5529_30_31v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/tamarbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.408198,-4.203599 | ||||||||||||||
| 7890 | Coombe Viaduct | This is an impressive multi-span stone arch viaduct. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 50.404751 | -4.211614 | Railroad (Network Rail) | River Tamar Tributary | Saltash | South West, England | England | United Kingdom | Stone | Segmental | Deck | Arch | Fixed | 0 | 7 | 0 | 0 | 1894 | 0 | Unknown | 6 | 6 | 0 | 0 | 603 | 183.79 | 0 | 0 | https://historicbridges.org/unitedkingdom/saltashrailbridge/little_saltashrailbridge_3738_39_40v_small.jpg | https://historicbridges.org/unitedkingdom/saltashrailbridge/little_saltashrailbridge_3738_39_40v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/saltashrailbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.404751,-4.211614 | |||||||||||||||
| 7891 | Weston Mill Viaduct | This attractive stone arch and iron bowstring viaduct is difficult to access due to being located in a gated, secure area. The technical description of the main or most noteworthy span of the bridge is a 178 ft (54.25 m) metal rivet-connected Bowstring through truss, fixed. The bridge was primarily built by Unknown. | 50.394743 | -4.182179 | Railroad (Network Rail) | Weston Mill Lake (Ham Brook) and Various Roads | Plymouth | South West, England | England | United Kingdom | Metal | Bowstring | Rivet-Connected | Through | Truss | Fixed | 12 | 4 | Stone | Segmental | Deck | Arch | Fixed | 0 | 6 | 1903 | 0 | Unknown | 5 | 5 | 178 | 54.25 | 1151 | 350.82 | 0 | 0 | https://historicbridges.org/unitedkingdom/plymouthrailbridge/little_plymouthrailbridge_3708_09_10v_small.jpg | https://historicbridges.org/unitedkingdom/plymouthrailbridge/little_plymouthrailbridge_3708_09_10v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/plymouthrailbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.394743,-4.182179 | |||||||||
| 7892 | Dundee Footbridge | This nice looking lattice girder footbridge appears to have provided pedestrian access to a train station that is now abandoned. The technical description of the main or most noteworthy span of the bridge is a 44 ft (13.41 m) metal Lattice through girder, fixed. The bridge was primarily built by Unknown. | 56.451766 | -2.988112 | Pedestrian Walkway | Drive | Dundee | Dundee, Scotland | Scotland | United Kingdom | Metal | Lattice | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 6 | 44 | 13.41 | 0 | 0 | 0 | 0 | https://historicbridges.org/unitedkingdom/taylatticegirderbridge/little_taylatticegirderbridge_6354_small.jpg | https://historicbridges.org/unitedkingdom/taylatticegirderbridge/little_taylatticegirderbridge_6354.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/taylatticegirderbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=56.451766,-2.988112 | |||||||||||||||
| 7893 | Jamestown Viaduct | This overpass bridge was built as part of the project to build the nearby Forth Rail Bridge. The technical description of the main or most noteworthy span of the bridge is a 98.4 ft (29.99 m) metal rivet-connected Double-Intersection Warren deck truss, fixed. The bridge was primarily built by Sir William Arrol and Company of Glasgow, Scotland. The bridge was primarily designed by John Fowler and Benjamin Baker. | 56.022775 | -3.405215 | Railroad (Network Rail) | Hope Street (B981) | Inverkeithing | Fife, Scotland | Scotland | United Kingdom | Metal | Double-Intersection Warren | Rivet-Connected | Deck | Truss | Fixed | 0 | 4 | Stone | Semicircular | Deck | Arch | 0 | 2 | 1890 | 0 | Sir William Arrol and Company of Glasgow, Scotland | John Fowler and Benjamin Baker | 6 | 6 | 98.4 | 29.99 | 678 | 206.65 | 0 | 0 | https://historicbridges.org/unitedkingdom/hopestreetbridge/little_hopestreetbridge_6670_small.jpg | https://historicbridges.org/unitedkingdom/hopestreetbridge/little_hopestreetbridge_6670.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/hopestreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=56.022775,-3.405215 | |||||||||
| 7894 | Aberlour Stone Arch Bridge | This is a simple stone arch overpass bridge. The technical description of the main or most noteworthy span of the bridge is a stone and brick Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 57.470558 | -3.228228 | Pedestrian Walkway | Speyside Way | Aberlour | Moray, Scotland | Scotland | United Kingdom | Stone and Brick | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/unitedkingdom/aberlourstonebridge/little_aberlourstonebridge_3337_small.jpg | https://historicbridges.org/unitedkingdom/aberlourstonebridge/little_aberlourstonebridge_3337.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/aberlourstonebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=57.470558,-3.228228 | |||||||||||||||
| 7895 | Moy Stone Arch Bridge | This is a small, simple stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 56.901781 | -5.018911 | B8004 | Allt Coire Chraoibhe | Rural | Highland, Scotland | Scotland | United Kingdom | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/unitedkingdom/moystonebridge/little_moystonebridge_2485_small.jpg | https://historicbridges.org/unitedkingdom/moystonebridge/little_moystonebridge_2485.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/moystonebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=56.901781,-5.018911 | |||||||||||||||
| 7896 | Sutton Causeway River Weaver Bridge | This is a traditional stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a 84 ft (25.6 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 53.300917 | -2.706698 | Sutton Causeway (A56) | River Weaver | Frodsham | North West, England | England | United Kingdom | Stone | Segmental | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1850 | 0 | Unknown | 5 | 5 | 84 | 25.6 | 300 | 91.44 | 0 | 0 | https://historicbridges.org/unitedkingdom/frodshamhighway/little_frodshamhighway_6920_1_2v_small.jpg | https://historicbridges.org/unitedkingdom/frodshamhighway/little_frodshamhighway_6920_1_2v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/frodshamhighway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.300917,-2.706698 | |||||||||||||||
| 7897 | Tower Bridge Road Overpass | This is a nicely decorated riveted steel deck arch bridge. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal Solid Ribbed deck arch, fixed. The bridge was primarily built by Unknown. | 51.501019 | -0.078184 | Railroad (Network Rail) | Tower Bridge Road | London | Greater London, England | England | United Kingdom | Metal | Solid Ribbed | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 70 | 21.34 | 70 | 21.34 | 139 | 42.37 | https://historicbridges.org/unitedkingdom/towerbridgeoverpass/little_towerbridgeoverpass_9821_2_3v_small.jpg | https://historicbridges.org/unitedkingdom/towerbridgeoverpass/little_towerbridgeoverpass_9821_2_3v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/towerbridgeoverpass/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.501019,-0.078184 | |||||||||||||||
| 7898 | Putney Pier Bridge | These graceful bowstring spans provide pedestrian access to boats that dock at this pier. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Bowstring pony truss, fixed. The bridge was primarily built by Unknown. | 51.467150 | -0.215680 | Pedestrian Walkway | River Thames | London | Greater London, England | England | United Kingdom | Metal | Bowstring | Rivet-Connected | Pony | Truss | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/unitedkingdom/putneybridgedock/little_putneybridgedock_2023_small.jpg | https://historicbridges.org/unitedkingdom/putneybridgedock/little_putneybridgedock_2023.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/putneybridgedock/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.467150,-0.215680 | ||||||||||||||
| 7899 | Cadogan Pier Bridge | These graceful bowstring spans provide pedestrian access to boats that dock at this pier. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Bowstring pony truss, fixed. The bridge was primarily built by Unknown. | 51.482960 | -0.166430 | Pedestrian Walkway | River Thames | London | Greater London, England | England | United Kingdom | Metal | Bowstring | Rivet-Connected | Pony | Truss | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/unitedkingdom/albertbridgedock/little_albertbridgedock_1166_small.jpg | https://historicbridges.org/unitedkingdom/albertbridgedock/little_albertbridgedock_1166.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/albertbridgedock/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.482960,-0.166430 | ||||||||||||||
| 7900 | Arcadia Bridge | This outstanding multi-span Luten arch bridge has been beautifully restored for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 44 ft (13.41 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Luten Bridge Company of York, Pennsylvania. | 27.222147 | -81.876195 | American Legion Drive (Hickory Street, Old FL-18) | Peace River | Arcadia | DeSoto County, Florida | Florida | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 5 | 0 | 0 | 1925 | 2020 | Luten Bridge Company of York, Pennsylvania | 7 | 9 | 44 | 13.41 | 201 | 61.26 | 18 | 5.49 | https://historicbridges.org/florida/arcadia/little_arcadia_6687_small.jpg | https://historicbridges.org/florida/arcadia/little_arcadia_6687.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/arcadia/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.222147,-81.876195 | |||||||||||||||
| 7901 | Rainy River Railway Bridge | Pithers Point Bridge | This bridge is among the older surviving Scherzer rolling lift bascule bridges and is a very rare example of its type in this region. The technical description of the main or most noteworthy span of the bridge is a 134 ft (40.84 m) metal rivet-connected Warren through truss, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Ketler-Elliott Company of Chicago, Illinois and American Bridge Company of New York, New York. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. | 48.614870 | -93.352924 | Railroad (Canadian National) | Rainy River | Fort Frances and Ranier | Rainy River District, Ontario and Koochiching County, Minnesota | Ontario and Minnesota | Canada and United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Single Leaf Bascule | Rolling Lift | 6 | 1 | Metal | Deck | Girder | Fixed | 0 | 0 | 1908 | 0 | Ketler-Elliott Company of Chicago, Illinois and American Bridge Company of New York, New York | Scherzer Rolling Lift Bridge Company of Chicago, Illinois | 8 | 9 | 134 | 40.84 | 541 | 164.9 | 0 | 0 | https://historicbridges.org/ontario/rainysub/little_ian_0067_small.jpg | https://historicbridges.org/ontario/rainysub/little_ian_0067.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/rainysub/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.614870,-93.352924 | |||||||
| 7902 | Baltimore Street Bridge | This small concrete through girder is one of the oldest of its kind and has good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 32.2 ft (9.81 m) concrete through girder, fixed. The bridge was primarily built by York Bridge Company of York, Pennsylvania. | 39.783710 | -76.724470 | Baltimore Street (TR-431) | South Branch Codorus Creek | Rural | York County, Pennsylvania | Pennsylvania | United States | Concrete | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1909 | 0 | York Bridge Company of York, Pennsylvania | 6 | 7 | 32.2 | 9.81 | 34 | 10.36 | 14 | 4.27 | https://historicbridges.org/pennsylvania/baltimorest/little_baltimorest1_small.jpg | https://historicbridges.org/pennsylvania/baltimorest/little_baltimorest1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/baltimorest/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.783710,-76.724470 | ||||||||||||||||
| 7903 | Blue Ball Road Bridge | This small concrete arch bridge appears to have been built to a county design. The technical description of the main or most noteworthy span of the bridge is a 51 ft (15.54 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Charles A. Williams of Jacobus, Pennsylvania. | 39.772780 | -76.513610 | Blue Ball Road (PA-2038) | Little Muddy Creek | Rural | York County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1914 | 0 | Unknown | Charles A. Williams of Jacobus, Pennsylvania | 6 | 6 | 51 | 15.54 | 51 | 15.54 | 0 | 0 | https://historicbridges.org/pennsylvania/blueballrd/little_blueballrd1_small.jpg | https://historicbridges.org/pennsylvania/blueballrd/little_blueballrd1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/blueballrd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.772780,-76.513610 | ||||||||||||||
| 7905 | Kennedy Road Bridge | This small bridge is a very late example of a stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) stone Segmental deck arch, fixed. The bridge was primarily built by William Wagner and Brothers. The bridge was primarily designed by A. P. Dise. | 39.807472 | -76.447444 | Kennedy Road | Tom's Run | Rural | York County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1920 | 0 | William Wagner and Brothers | A. P. Dise | 5 | 5 | 30 | 9.14 | 36 | 10.97 | 14.4 | 4.39 | https://historicbridges.org/pennsylvania/kennedyrd/little_kennedyrd6_small.jpg | https://historicbridges.org/pennsylvania/kennedyrd/little_kennedyrd6.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/kennedyrd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.807472,-76.447444 | ||||||||||||||
| 7906 | Muddy Creek Road Bridge | This bridge with its distinctive railings represents a style of bridge built only in York County. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by G. A. and F. M. Wagman. The bridge was primarily designed by Charles A. Williams of Jacobus, Pennsylvania. | 39.790790 | -76.486130 | Muddy Creek Road | South Branch Muddy Creek | Rural | York County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1919 | 0 | G. A. and F. M. Wagman | Charles A. Williams of Jacobus, Pennsylvania | 6 | 6 | 60 | 18.29 | 66 | 20.12 | 14.4 | 4.39 | https://historicbridges.org/pennsylvania/muddycreekrd/little_muddycreekrd4_small.jpg | https://historicbridges.org/pennsylvania/muddycreekrd/little_muddycreekrd4.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/muddycreekrd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.790790,-76.486130 | ||||||||||||||
| 7907 | Castle Finn Bridge | Old PA-74 Bridge | This long-abandoned concrete arch bridge has the distinctive railings of other bridges in York County. The technical description of the main or most noteworthy span of the bridge is a 68 ft (20.73 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Charles A. Williams of Jacobus, Pennsylvania. | 39.766910 | -76.326270 | PA-74 (Abandoned Alignment) | Muddy Creek | Rural | York County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | Unknown | Charles A. Williams of Jacobus, Pennsylvania | 6 | 6 | 68 | 20.73 | 130 | 39.62 | 0 | 0 | https://historicbridges.org/pennsylvania/oldrt74bridge/little_oldrt749_small.jpg | https://historicbridges.org/pennsylvania/oldrt74bridge/little_oldrt749.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/oldrt74bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.766910,-76.326270 | |||||||||||||
| 7908 | Pleasant Valley Road Railroad Overpass | This bridge is noted for its unusual double arch ring, and for crossing the road and creek in a single span. The technical description of the main or most noteworthy span of the bridge is a stone deck arch, fixed. The bridge was primarily built by Unknown. | 39.777560 | -76.723440 | Railroad (Heritage Rail-Trail) | Pleasant Valley Road (PA-616) and South Branch Codorus Creek | Rural | York County, Pennsylvania | Pennsylvania | United States | Stone | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1871 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/rt616sbcodoruscrkrr/little_rt6161_small.jpg | https://historicbridges.org/pennsylvania/rt616sbcodoruscrkrr/little_rt6161.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rt616sbcodoruscrkrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.777560,-76.723440 | ||||||||||||||||
| 7909 | Pleasant Valley Road Bridge | This small concrete through girder bridge sits right under a historic stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) concrete through girder, fixed. The bridge was primarily built by Unknown. | 39.777624 | -76.723342 | Pleasant Valley Road (PA-616) | South Branch Codorus Creek | Rural | York County, Pennsylvania | Pennsylvania | United States | Concrete | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1910 | 0 | Unknown | 6 | 6 | 30 | 9.14 | 35 | 10.67 | 14 | 4.27 | https://historicbridges.org/pennsylvania/rt616sbcodoruscrk/little_rt6168_small.jpg | https://historicbridges.org/pennsylvania/rt616sbcodoruscrk/little_rt6168.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rt616sbcodoruscrk/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.777624,-76.723342 | ||||||||||||||||
| 7910 | Conestoga Creek Viaduct | This is one of a number of large stone arch railroad bridges designed by William H. Brown for the Pennsylvania Railroad. The technical description of the main or most noteworthy span of the bridge is a 54.5 ft (16.61 m) stone Semicircular deck arch, fixed. The bridge was primarily built by John Keller and George F. Goll. The bridge was primarily designed by William H. Brown. | 40.050070 | -76.278090 | Railroad (Amtrak) | Walnut Street (PA-23) and Conestoga River | Rural | Lancaster County, Pennsylvania | Pennsylvania | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 4 | 0 | 0 | 1888 | 0 | John Keller and George F. Goll | William H. Brown | 7 | 7 | 54.5 | 16.61 | 329.7 | 100.49 | 0 | 0 | https://historicbridges.org/pennsylvania/prrstoneviaductoverconestogarvr/little_prrstoneviaductoverconestogariver4_small.jpg | https://historicbridges.org/pennsylvania/prrstoneviaductoverconestogarvr/little_prrstoneviaductoverconestogariver4.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/prrstoneviaductoverconestogarvr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.050070,-76.278090 | ||||||||||||||
| 7911 | Grattan Bridge (Droichead Grattan) | Essex Bridge | This 1700s stone arch bridge was widened and had beautiful iron railings added to it in the 1870s. The technical description of the main or most noteworthy span of the bridge is a stone Elliptical deck arch, fixed. The bridge was primarily built by George Semple. | 53.345700 | -6.267800 | Parliament Street and Capel Street | River Liffey (An Life) | Dublin (Baile Átha Cliath) | Leinster (Laighin) | Leinster (Laighin) | Ireland (Éire) | Stone | Elliptical | Deck | Arch | Fixed | 0 | 3 | Stone | Semicircular | Deck | Arch | Fixed | 0 | 2 | 1755 | 1872 | George Semple | 8 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ireland/grattan/little_grattan_february212014_dover_dscn0783_small.jpg | https://historicbridges.org/ireland/grattan/little_grattan_february212014_dover_dscn0783.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ireland/grattan/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.345700,-6.267800 | |||||||||
| 7912 | Ha'penny Bridge (Droichead na Life) | Liffey Bridge, Droichead na Leathphingine, Wellington Bridge | This famous Dublin bridge is noted for its amazingly slender cast iron construction. The technical description of the main or most noteworthy span of the bridge is a 141 ft (42.98 m) metal (cast iron) hingeless deck arch, fixed. The bridge was primarily built by Coalbrookdale Company of Coalbrookdale, Shropshire, England. The bridge was primarily designed by John Windsor. | 53.346302 | -6.263082 | Pedestrian Walkway | River Liffey (An Life) | Dublin (Baile Átha Cliath) | Leinster (Laighin) | Leinster (Laighin) | Ireland (Éire) | Metal (Cast Iron) | Hingeless | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1816 | 0 | Coalbrookdale Company of Coalbrookdale, Shropshire, England | John Windsor | 10 | 10 | 141 | 42.98 | 141 | 42.98 | 12 | 3.66 | https://historicbridges.org/ireland/hapenny/little_hapenny_february212014_dover_dscn0703_small.jpg | https://historicbridges.org/ireland/hapenny/little_hapenny_february212014_dover_dscn0703.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ireland/hapenny/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.346302,-6.263082 | |||||||||||||
| 7913 | Rory O'More Bridge (Droichead Ruaraí Uí Mhóra) | This is a graceful example of a cast iron arch bridge. The technical description of the main or most noteworthy span of the bridge is a metal (cast iron) hingeless deck arch, fixed. The bridge was primarily built by Robert Daglish Junior and St. Helens Foundry of Lancashire, England. | 53.346743 | -6.284045 | Watling Street and Ellis Street | River Liffey (An Life) | Dublin (Baile Átha Cliath) | Leinster (Laighin) | Leinster (Laighin) | Ireland (Éire) | Metal (Cast Iron) | Hingeless | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1858 | 0 | Robert Daglish Junior and St. Helens Foundry of Lancashire, England | 9 | 9 | 0 | 0 | 95 | 28.96 | 0 | 0 | https://historicbridges.org/ireland/roryomore/little_roryomore_february212014_dover_dscn0935_small.jpg | https://historicbridges.org/ireland/roryomore/little_roryomore_february212014_dover_dscn0935.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ireland/roryomore/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.346743,-6.284045 | |||||||||||||||
| 7914 | Seán Heuston Bridge (Droichead Seán Heuston) | King's Bridge, Sarsfield Bridge | This outstanding cast iron highway bridge was converted for tram use. The technical description of the main or most noteworthy span of the bridge is a 98.4 ft (29.99 m) metal (cast iron) hingeless deck arch, fixed. The bridge was primarily built by Royal Phoenix Iron Works of Dublin, Ireland. The bridge was primarily designed by George Papworth. | 53.347420 | -6.291838 | Railroad (Luas) | River Liffey (An Life) | Dublin (Baile Átha Cliath) | Leinster (Laighin) | Leinster (Laighin) | Ireland (Éire) | Metal (Cast Iron) | Hingeless | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1828 | 2003 | Royal Phoenix Iron Works of Dublin, Ireland | George Papworth | 9 | 9 | 98.4 | 29.99 | 98.4 | 29.99 | 29.5 | 8.99 | https://historicbridges.org/ireland/seanheuston/little_seanheuston_february212014_dover_dscn0979_small.jpg | https://historicbridges.org/ireland/seanheuston/little_seanheuston_february212014_dover_dscn0979.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ireland/seanheuston/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.347420,-6.291838 | |||||||||||||
| 7915 | Greig Street Bridge | This suspension footbridge is noted for its ornamental towers. The technical description of the main or most noteworthy span of the bridge is a 201 ft (61.26 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by Rose Street Foundry of Inverness, Scotland. The bridge was primarily designed by C. R. Manners. | 57.479047 | -4.229803 | Pedestrian Walkway (Greig Street) | River Ness | Inverness | Highland, Scotland | Scotland | United Kingdom | Metal | Pony Truss Stiffening | Wire Cable | Suspension | Fixed | 0 | 3 | 0 | 0 | 1881 | 0 | Rose Street Foundry of Inverness, Scotland | C. R. Manners | 6 | 7 | 201 | 61.26 | 335 | 102.11 | 0 | 0 | https://historicbridges.org/unitedkingdom/greig/little_greigstreetbridge_september212014_dover_dscn2337_small.jpg | https://historicbridges.org/unitedkingdom/greig/little_greigstreetbridge_september212014_dover_dscn2337.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/greig/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=57.479047,-4.229803 | ||||||||||||||
| 7916 | Infirmary Bridge | This is one of a couple suspension footbridges found in Inverness. The technical description of the main or most noteworthy span of the bridge is a 173 ft (52.73 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by W. Smith and Son and Ness Iron Works of Inverness, Scotland. The bridge was primarily designed by C. R. Manners. | 57.471668 | -4.228971 | Pedestrian Walkway | River Ness | Inverness | Highland, Scotland | Scotland | United Kingdom | Metal | Pony Truss Stiffening | Wire Cable | Suspension | Fixed | 0 | 3 | 0 | 0 | 1881 | 0 | W. Smith and Son and Ness Iron Works of Inverness, Scotland | C. R. Manners | 6 | 7 | 173 | 52.73 | 273 | 83.21 | 0 | 0 | https://historicbridges.org/unitedkingdom/infirmarybridge/little_infirmarybridge_september192014_dover_dscn2254_small.jpg | https://historicbridges.org/unitedkingdom/infirmarybridge/little_infirmarybridge_september192014_dover_dscn2254.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/infirmarybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=57.471668,-4.228971 | ||||||||||||||
| 7917 | South Portland Street Bridge | This is an outstanding example of an eyebar chain suspension bridge. The technical description of the main or most noteworthy span of the bridge is a 414 ft (126.19 m) metal eyebar chain suspension, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by George Martin. | 55.854982 | -4.255555 | Pedestrian Walkway (South Portland Street) | River Clyde | Glasgow | Glasgow City, Scotland | Scotland | United Kingdom | Metal | Eyebar Chain | Suspension | Fixed | 0 | 1 | 0 | 0 | 1851 | 0 | Unknown | George Martin | 9 | 10 | 414 | 126.19 | 414 | 126.19 | 0 | 0 | https://historicbridges.org/unitedkingdom/southportland/little_clydesouthportlandstreetbridge_september192014_dover_dscn2144_small.jpg | https://historicbridges.org/unitedkingdom/southportland/little_clydesouthportlandstreetbridge_september192014_dover_dscn2144.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/southportland/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=55.854982,-4.255555 | |||||||||||||||
| 7918 | Queens Park Bridge | This suspension footbridge features attractive lattice in its design and also includes a few approach spans. The technical description of the main or most noteworthy span of the bridge is a 275 ft (83.82 m) metal wire cable suspension, fixed. The bridge was primarily built by David Rowell and Company of Westminster, England and W. H. Brocklesby of Birkenhead, England. The bridge was primarily designed by Charles Greenwood. | 53.187924 | -2.884230 | Pedestrian Walkway | River Dee | Chester | North West, England | England | United Kingdom | Metal | Wire Cable | Suspension | Fixed | 0 | 1 | 0 | 0 | 1923 | 0 | David Rowell and Company of Westminster, England and W. H. Brocklesby of Birkenhead, England | Charles Greenwood | 6 | 7 | 275 | 83.82 | 455 | 138.68 | 0 | 0 | https://historicbridges.org/unitedkingdom/queenspark/little_chesterqueenspark_december52014_dover_dscn4274_small.jpg | https://historicbridges.org/unitedkingdom/queenspark/little_chesterqueenspark_december52014_dover_dscn4258.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/queenspark/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.187924,-2.884230 | |||||||||||||||
| 7919 | Sydney Gardens Bridge | This is a very old example of a cast iron arch bridge and was cast by the famous Coalbrookdale Company. The technical description of the main or most noteworthy span of the bridge is a metal (cast iron) hingeless deck arch, fixed. The bridge was primarily built by Coalbrookdale Company of Coalbrookdale, Shropshire, England. | 51.386329 | -2.348101 | Pedestrian Walkway | Kennet and Avon Canal | Bath | South West, England | England | United Kingdom | Metal (Cast Iron) | Hingeless | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1800 | 0 | Coalbrookdale Company of Coalbrookdale, Shropshire, England | 8 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/unitedkingdom/bathsydneygardens/little_bathsydneygardens_december12014_dover_dscn3565_small.jpg | https://historicbridges.org/unitedkingdom/bathsydneygardens/little_bathsydneygardens_december12014_dover_dscn3565.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/bathsydneygardens/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.386329,-2.348101 | |||||||||||||||
| 7920 | Ida Street Bridge | This beautifully detailed arch bridge has been fully restored. The technical description of the main or most noteworthy span of the bridge is a 128 ft (39.01 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Eerpen Construction Company of Cincinnati, Ohio. The bridge was primarily designed by J. R. Biedinger. | 39.108883 | -84.499128 | Ida Street | Wareham Street | Cincinnati | Hamilton County, Ohio | Ohio | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 2 | Concrete | T-Beam | Fixed | 0 | 0 | 1931 | 2014 | Eerpen Construction Company of Cincinnati, Ohio | J. R. Biedinger | 6 | 7 | 128 | 39.01 | 374 | 114 | 24 | 7.32 | https://historicbridges.org/ohio/idastreetbridge/little_idastreetbridge_9433_small.jpg | https://historicbridges.org/ohio/idastreetbridge/little_idastreetbridge_9433.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/idastreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.108883,-84.499128 | |||||||||||
| 7921 | 断桥 (Broken Bridge) and 锦带桥 (Jindai Bridge) | 白堤 (Bai Causeway) | This pair of bridges are nearly identical to each other and are an integral part of the Bai Causeway, a central feature of West Lake. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 30.257019 | 120.143636 | Bai Causeway (白堤) | West Lake (北里湖) and Beili Lake (北里湖) | Hangzhou (杭州) | Xihu District (西湖区), Zhejiang (浙江) | Zhejiang (浙江) | China (中国) | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1921 | 1941 | Unknown | 8 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/china/jindaibridge/little_7westlakecausewaywalk_brg_09498_small.jpg | https://historicbridges.org/china/jindaibridge/little_7westlakecausewaywalk_brg_09498.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=china/jindaibridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.257019,120.143636 | ||||||||||||||
| 7922 | 西冷桥 (Xiling Bridge) | This is one of several stone arch bridges found in the West Lake park area. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 30.254038 | 120.133931 | Gushan Road (孤山路) | West Lake (北里湖) and Beili Lake (北里湖) | Hangzhou (杭州) | Xihu District (西湖区), Zhejiang (浙江) | Zhejiang (浙江) | China (中国) | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/china/westlake1/little_3westlake2boatandisland_brg_5930_small.jpg | https://historicbridges.org/china/westlake1/little_3westlake2boatandisland_brg_5930.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=china/westlake1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.254038,120.133931 | |||||||||||||||
| 7923 | 拱桥 (Arch Bridge) | This is one of a number of historic footbridges found in the West Lake park area. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 30.250208 | 120.154758 | Pedestrian Walkway | West Lake (北里湖) | Hangzhou (杭州) | Xihu District (西湖区), Zhejiang (浙江) | Zhejiang (浙江) | China (中国) | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/china/westlake2/main_small.jpg | https://historicbridges.org/china/westlake2/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=china/westlake2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.250208,120.154758 | |||||||||||||||
| 7924 | ! | Cortez Bridge | This bascule bridge features riveted plate girders and a long approach system. The technical description of the main or most noteworthy span of the bridge is a 133 ft (40.54 m) metal Variable Depth deck girder, movable: double leaf bascule. The bridge was primarily built by Unknown. | 27.468779 | -82.693544 | Cortez Road (FL-684) | Sarasota Pass | Bradenton Beach and Cortez | Manatee County, Florida | Florida | United States | Metal | Variable Depth | Deck | Girder | Movable: Double Leaf Bascule | 0 | 1 | Pre-Stressed Concrete | Stringer (Multi-Beam) | Fixed | 0 | 52 | 1956 | 0 | Unknown | 5 | 7 | 133 | 40.54 | 2616 | 797.36 | 24 | 7.32 | https://historicbridges.org/florida/cortezbridge/little_cortezbridge_1665_small.jpg | https://historicbridges.org/florida/cortezbridge/little_cortezbridge_1665.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/cortezbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.468779,-82.693544 | |||||||||||
| 7925 | Albee Road Bridge | This standard 1960s Florida bascule bridge continues to operate frequently for boats. The technical description of the main or most noteworthy span of the bridge is a 133.5 ft (40.69 m) metal Variable Depth deck girder, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Unknown. | 27.124504 | -82.469185 | Albee Road | Intracoastal Waterway | Nokomis | Sarasota County, Florida | Florida | United States | Metal | Variable Depth | Deck | Girder | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Pre-Stressed Concrete | Stringer (Multi-Beam) | Fixed | 0 | 3 | 1963 | 2002 | Unknown | 5 | 6 | 133.5 | 40.69 | 309 | 94.18 | 26.2 | 7.99 | https://historicbridges.org/florida/albeeroad/little_albeeroad_2559_small.jpg | https://historicbridges.org/florida/albeeroad/little_albeeroad_2559.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/albeeroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.124504,-82.469185 | |||||||||||
| 7926 | Osprey Avenue Bridge | This is a small Luten arch bridge noted for retaining its original railings. The technical description of the main or most noteworthy span of the bridge is a 39.7 ft (12.1 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Luten Bridge Company of York, Pennsylvania. | 27.326867 | -82.533808 | Osprey Avenue | Hudson Bayou | Sarasota | Sarasota County, Florida | Florida | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1916 | 1973 | Luten Bridge Company of York, Pennsylvania | 5 | 7 | 39.7 | 12.1 | 39.7 | 12.1 | 29.5 | 8.99 | https://historicbridges.org/florida/ospreyavenuebridge/little_ospreyavenuebridge_1158_small.jpg | https://historicbridges.org/florida/ospreyavenuebridge/little_ospreyavenuebridge_1158.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/ospreyavenuebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.326867,-82.533808 | |||||||||||||||
| 7927 | Venice Avenue Bridge | Colonel George Kumpe Bridge | This is a standard plan 1960s welded steel bascule bridge with long approaches. The technical description of the main or most noteworthy span of the bridge is a 145 ft (44.2 m) metal Variable Depth deck girder, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Unknown. | 27.099836 | -82.440789 | Venice Avenue (CR-772) | Intracoastal Waterway | Venice | Sarasota County, Florida | Florida | United States | Metal | Variable Depth | Deck | Girder | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 0 | Pre-Stressed Concrete | Stringer (Multi-Beam) | Fixed | 0 | 0 | 1966 | 2004 | Unknown | 5 | 6 | 145 | 44.2 | 1169 | 356.31 | 28 | 8.53 | https://historicbridges.org/florida/veniceavenue/little_veniceavenue_2838_small.jpg | https://historicbridges.org/florida/veniceavenue/little_veniceavenue_2838.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/veniceavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.099836,-82.440789 | ||||||||||
| 7928 | Longboat Key Bridge | Longboat Pass Bridge | This bascule bridge with long approaches is noted for its riveted girders and single leaf design. The technical description of the main or most noteworthy span of the bridge is a 81 ft (24.69 m) metal Variable Depth deck girder, movable: single leaf bascule. The bridge was primarily built by Unknown. | 27.444255 | -82.687947 | FL-789 (Gulf of Mexico Drive) | Longboat Pass | Longboat Key | Manatee County, Florida | Florida | United States | Metal | Variable Depth | Deck | Girder | Movable: Single Leaf Bascule | 0 | 1 | Pre-Stressed Concrete | Stringer (Multi-Beam) | Fixed | 0 | 43 | 1957 | 2005 | Unknown | 6 | 6 | 81 | 24.69 | 2129 | 648.92 | 24 | 7.32 | https://historicbridges.org/florida/longboatkeypassbridge/little_longboatkeypassbridge_1944_small.jpg | https://historicbridges.org/florida/longboatkeypassbridge/little_longboatkeypassbridge_1944.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/longboatkeypassbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.444255,-82.687947 | |||||||||||
| 7929 | Siesta Key Bridge | Although not a particularly old bascule bridge, this is noted for its design as a pair of bascule spans. The technical description of the main or most noteworthy span of the bridge is a 116.5 ft (35.51 m) metal Variable Depth deck girder, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Unknown. | 27.254434 | -82.531534 | Stickney Point Road (FL-72) | Intracoastal Waterway | Siesta Key | Sarasota County, Florida | Florida | United States | Metal | Variable Depth | Deck | Girder | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Pre-Stressed Concrete | Stringer (Multi-Beam) | Fixed | 0 | 9 | 1968 | 0 | Unknown | 6 | 6 | 116.5 | 35.51 | 564 | 171.91 | 28.2 | 8.6 | https://historicbridges.org/florida/siestakeybridge/little_siestakeybridge_2382_small.jpg | https://historicbridges.org/florida/siestakeybridge/little_siestakeybridge_2382.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/siestakeybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.254434,-82.531534 | |||||||||||
| 7930 | Anna Maria Island Bridge | This is a mid 20th century bascule span of standard design with extremely long approaches. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) metal Variable Depth deck girder, movable: double leaf bascule. The bridge was primarily built by Unknown. | 27.496688 | -82.694811 | FL-64 (Manatee Avenue) | Sarasota Pass | Holmes Beach and Bradenton | Manatee County, Florida | Florida | United States | Metal | Variable Depth | Deck | Girder | Movable: Double Leaf Bascule | 0 | 1 | 0 | 62 | 1957 | 0 | Unknown | 6 | 6 | 24 | 7.32 | 3123 | 951.89 | 24 | 7.32 | https://historicbridges.org/florida/annamariaislandbridge/little_annamariaislandbridge_1542_3_4v_small.jpg | https://historicbridges.org/florida/annamariaislandbridge/little_annamariaislandbridge_1542_3_4v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/annamariaislandbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.496688,-82.694811 | |||||||||||||||
| 7931 | L | 9th Avenue West Bridge Railings | Although this bridge was sadly demolished and replaced, its distinctive concrete railings were left on the replacement bridge. The technical description of the main or most noteworthy span of the bridge is a 36.4 ft (11.09 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Freeman H. Horton. | 27.491912 | -82.581438 | 9th Avenue West | Wares Creek | Bradenton | Manatee County, Florida | Florida | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1945 | 0 | Unknown | Freeman H. Horton | 1 | 1 | 36.4 | 11.09 | 36.4 | 11.09 | 0 | 0 | https://historicbridges.org/florida/9thrailings/little_9thrailings_1488_small.jpg | https://historicbridges.org/florida/9thrailings/little_9thrailings_1488.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/9thrailings/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.491912,-82.581438 | |||||||||||||
| 7932 | 7th Avenue Bridge | This is the only surviving complete bridge of what was once a trio of little historic bridges in the area. The technical description of the main or most noteworthy span of the bridge is a 32.2 ft (9.81 m) metal continuous stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Freeman H. Horton. | 27.493344 | -82.579267 | 7th Avenue | Wares Creek | Bradenton | Manatee County, Florida | Florida | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | Continuous | 3 | 0 | 0 | 1949 | 0 | Unknown | Freeman H. Horton | 3 | 6 | 32.2 | 9.81 | 63 | 19.2 | 24.6 | 7.5 | https://historicbridges.org/florida/warescreek/little_warescreek_1434_small.jpg | https://historicbridges.org/florida/warescreek/little_warescreek_1434.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/warescreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.493344,-82.579267 | |||||||||||||||
| 7933 | Siesta Drive Bridge | Hanson Bayou Bridge | This concrete t-beam is a locally uncommon example of its type and is noted for its original balustrade railing. The technical description of the main or most noteworthy span of the bridge is a 32.2 ft (9.81 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. | 27.301953 | -82.555053 | Siesta Drive (FL-758) | Hanson Bayou | Siesta Key | Sarasota County, Florida | Florida | United States | Concrete | T-Beam | Fixed | 0 | 3 | 0 | 0 | 1928 | 0 | Unknown | 3 | 6 | 32.2 | 9.81 | 96 | 29.26 | 23.3 | 7.1 | https://historicbridges.org/florida/hansonbayoubridge/little_hansonbayoubridge_2241_small.jpg | https://historicbridges.org/florida/hansonbayoubridge/little_hansonbayoubridge_2241.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/hansonbayoubridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.301953,-82.555053 | ||||||||||||||||
| 7934 | Riverside Drive Bridge | Whitaker Bayou Bridge | This tiny concrete t-beam with arched fascia beams is noted as a product of the Luten Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 27 ft (8.23 m) concrete t-beam, fixed. The bridge was primarily built by Luten Bridge Company of York, Pennsylvania. | 27.361666 | -82.543466 | Riverside Drive | Whitaker Bayou | Sarasota | Sarasota County, Florida | Florida | United States | Concrete | T-Beam | Fixed | 0 | 1 | 0 | 0 | 1926 | 0 | Luten Bridge Company of York, Pennsylvania | 3 | 6 | 27 | 8.23 | 27 | 8.23 | 24 | 7.32 | https://historicbridges.org/florida/whitakerbayoubridge/little_whitakerbayoubridge_1266_small.jpg | https://historicbridges.org/florida/whitakerbayoubridge/little_whitakerbayoubridge_1266.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/whitakerbayoubridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.361666,-82.543466 | ||||||||||||||||
| 7935 | 19th Avenue Bridge | This tiny concrete t-beam retains its original paneled railings and has been restored. The technical description of the main or most noteworthy span of the bridge is a 27.2 ft (8.29 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. | 27.482515 | -82.578352 | 19th Avenue | Wares Creek | Bradenton | Manatee County, Florida | Florida | United States | Concrete | T-Beam | Fixed | 0 | 1 | 0 | 0 | 1926 | 0 | Unknown | 2 | 3 | 27.2 | 8.29 | 27.2 | 8.29 | 24 | 7.32 | https://historicbridges.org/florida/19thavenue/little_19thavenue_1290_small.jpg | https://historicbridges.org/florida/19thavenue/little_19thavenue_1290.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/19thavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.482515,-82.578352 | |||||||||||||||||
| 7936 | Bryant Avenue Footbridge | After being closed with a removed deck, this remarkable, unusual continuous deck truss was restored in 2012 and is in use again. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal continuous rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. | 44.907989 | -93.290747 | Bryant Avenue | Minnehaha Creek | Minneapolis | Hennepin County, Minnesota | Minnesota | United States | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 0 | Continuous | 3 | 0 | 0 | 1930 | 2012 | Unknown | 7 | 8 | 100 | 30.48 | 230.7 | 70.32 | 0 | 0 | https://historicbridges.org/minnesota/bryant/little_johnmarvig-33665_small.jpg | https://historicbridges.org/minnesota/bryant/little_johnmarvig-33665.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/bryant/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.907989,-93.290747 | |||||||||||||
| 7937 | Severn Canal Railway Bridge | This is a very nice example of a railway through swing bridge. The technical description of the main or most noteworthy span of the bridge is a metal Warren through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Unknown. | 44.758944 | -79.350417 | Railroad (Canadian National and Via-Rail) | Severn Canal | Washago | Simcoe County, Ontario | Ontario | Canada | Metal | Warren | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 1 | 0 | 0 | Unknown | 7 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/severncanalswing/little_main_small.jpg | https://historicbridges.org/ontario/severncanalswing/little_main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/severncanalswing/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.758944,-79.350417 | ||||||||||
| 7938 | Washago Railway Bridge | This two span railway through truss has been abandoned, but would be a cool feature if this line was turned into a rail-trail. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 44.738361 | -79.334306 | Railroad (Abandoned Canadian National) | Severn River | Washago | Simcoe County, Ontario | Ontario | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 5 | 2 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/abandonedcnlineoakpointsevernriver/little_20210112_152913_small.jpg | https://historicbridges.org/ontario/abandonedcnlineoakpointsevernriver/little_20210112_152913.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/abandonedcnlineoakpointsevernriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.738361,-79.334306 | ||||||||||||||
| 7939 | Middle Maitland River Bridge | This fairly lightweight riveted through truss that appears to be on private property. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge appears to be located on private property. | 43.714519 | -81.223902 | Private Drive | Middle Maitland River | Huron East | Huron County, Ontario | Ontario | Canada | This bridge appears to be located on private property. | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/cranbrookroad/little_20210130_165828_small.jpg | https://historicbridges.org/ontario/cranbrookroad/little_20210130_165828.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/cranbrookroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.714519,-81.223902 | |||||||||||||
| 7940 | Perth East 76 Line Private Farm Bridge | This rare pin-connected pony truss bridge sits on private farm property where it appears to have served as a farmer's access bridge. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on private property. | 43.611167 | -80.857278 | Private Farmland Access | Nith River Drainage Ditch | Perth East | Perth County, Ontario | Ontario | Canada | This bridge is on private property. | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/pertheast76lineprivatefarm/little_20210119_164202_small.jpg | https://historicbridges.org/ontario/pertheast76lineprivatefarm/little_20210119_164202.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/pertheast76lineprivatefarm/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.611167,-80.857278 | |||||||||||||
| 7941 | Perth East Road 129 Private Farm Bridge | This small Warren pony truss bridge serves as a private access for a rural farm. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on private property. | 43.622444 | -80.851306 | Private Farmland Access | Nith River Drainage Ditch | Perth East | Perth County, Ontario | Ontario | Canada | This bridge is on private property. | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/pertheastroad129privatefarm/main_small.jpg | https://historicbridges.org/ontario/pertheastroad129privatefarm/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/pertheastroad129privatefarm/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.622444,-80.851306 | |||||||||||||
| 7942 | Bond Road Bridge | This bridge has concrete railing post details that differ from the usual design in Ontario and suggest it may be a very old example of a rigid-frame bridge. The technical description of the main or most noteworthy span of the bridge is a concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 44.750528 | -79.340083 | Bond Road | Severn River Drainage Creek | Severn (Washago) | Simcoe County, Ontario | Ontario | Canada | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/bondroad/main_small.jpg | https://historicbridges.org/ontario/bondroad/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/bondroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.750528,-79.340083 | |||||||||||||||||
| 7943 | Philippe Parkway Bridge | This bridge is a fairly wide example of a Luten deck arch bridge. The technical description of the main or most noteworthy span of the bridge is a 57 ft (17.37 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Luten Bridge Company of York, Pennsylvania. | 27.994059 | -82.688121 | Philippe Parkway (FL-590) | Mullet Creek | Safety Harbor | Pinellas County, Florida | Florida | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1926 | 0 | Luten Bridge Company of York, Pennsylvania | 5 | 7 | 57 | 17.37 | 57 | 17.37 | 40.4 | 12.31 | https://historicbridges.org/florida/philippeparkway/little_img_20210129_120753_small.jpg | https://historicbridges.org/florida/philippeparkway/little_img_20210129_120753.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/philippeparkway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.994059,-82.688121 | |||||||||||||||
| 7944 | L | 12th Avenue Bridge Railings | Although this bridge was sadly demolished and replaced, its distinctive concrete railings were left on the replacement bridge. The replacement bridge is a ConSpan which is much wider than the roadway it serves. The technical description of the main or most noteworthy span of the bridge is a 28.2 ft (8.6 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. | 27.489155 | -82.582019 | 12th Avenue | Wares Creek | Bradenton | Manatee County, Florida | Florida | United States | Concrete | T-Beam | Fixed | 0 | 1 | 0 | 0 | 1938 | 0 | Unknown | 1 | 1 | 28.2 | 8.6 | 28.2 | 8.6 | 24 | 7.32 | https://historicbridges.org/florida/12thavenue/little_12thavenue_7212_small.jpg | https://historicbridges.org/florida/12thavenue/little_12thavenue_7212.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/12thavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.489155,-82.582019 | ||||||||||||||||
| 7945 | Shore Drive Bridge | This is a fairly simple looking example of a small Luten arch bridge. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 28.061907 | -82.779626 | Shore Drive | Shore Drive Canal | Palm Harbor | Pinellas County, Florida | Florida | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1923 | 0 | Unknown | 5 | 6 | 50 | 15.24 | 50 | 15.24 | 20 | 6.1 | https://historicbridges.org/florida/shoredrive/little_img_20210129_131905_small.jpg | https://historicbridges.org/florida/shoredrive/little_img_20210129_131905.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/shoredrive/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=28.061907,-82.779626 | |||||||||||||||
| 7946 | Orange Street Bridge | This is a fairly simple looking example of a small Luten arch bridge. The technical description of the main or most noteworthy span of the bridge is a 39 ft (11.89 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Luten Bridge Company of York, Pennsylvania. | 28.058794 | -82.775857 | Orange Street | Minnow Creek | Palm Harbor | Pinellas County, Florida | Florida | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1923 | 0 | Luten Bridge Company of York, Pennsylvania | 5 | 6 | 39 | 11.89 | 39 | 11.89 | 20 | 6.1 | https://historicbridges.org/florida/orangestreet/little_orangestreet_8349_small.jpg | https://historicbridges.org/florida/orangestreet/little_orangestreet_8349.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/orangestreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=28.058794,-82.775857 | |||||||||||||||
| 7947 | ! | Beckett Bridge | This 1924 bridge had its approaches replaced in in 1956 but the incredibly tiny single leaf bascule span from 1924 remains. The technical description of the main or most noteworthy span of the bridge is a 42 ft (12.8 m) metal Variable Depth deck girder, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Unknown. | 28.150010 | -82.765188 | North Spring Boulevard (Riverside Drive) | Minetta Branch (Whitcomb Bayou) | Tarpon Springs | Pinellas County, Florida | Florida | United States | Metal | Variable Depth | Deck | Girder | Movable: Single Leaf Bascule | Rolling Lift | 0 | 1 | Pre-Stressed Concrete | Stringer (Multi-Beam) | Fixed | 0 | 9 | 1924 | 1956 | Unknown | 6 | 7 | 42 | 12.8 | 358.3 | 109.21 | 20.3 | 6.19 | https://historicbridges.org/florida/beckett/little_beckett_8226_small.jpg | https://historicbridges.org/florida/beckett/little_beckett_8226.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/beckett/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=28.150010,-82.765188 | ||||||||||
| 7948 | Indian Rocks Beach Bridge | This standard 1950s Florida bascule bridge was paired with another bascule span in 1999 to form a one-way couplet. The technical description of the main or most noteworthy span of the bridge is a 134 ft (40.84 m) metal Variable Depth deck girder, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Unknown. | 27.883394 | -82.845460 | FL-688 (Walsingham Road) | Intracoastal Waterway | Indian Rocks Beach | Pinellas County, Florida | Florida | United States | Metal | Variable Depth | Deck | Girder | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Pre-Stressed Concrete | Stringer (Multi-Beam) | Fixed | 0 | 8 | 1958 | 1999 | Unknown | 5 | 6 | 134 | 40.84 | 458 | 139.6 | 28 | 8.53 | https://historicbridges.org/florida/indianrocksbeach/little_indianrocksbeach_8952_small.jpg | https://historicbridges.org/florida/indianrocksbeach/little_indianrocksbeach_8952.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/indianrocksbeach/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.883394,-82.845460 | |||||||||||
| 7949 | 9th Street Bridge | This is a medium sized multiple span t-beam bridge with decorative posts at each end of the bridge. The technical description of the main or most noteworthy span of the bridge is a 36 ft (10.97 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. | 27.763480 | -82.646644 | 9th Street | Booker Creek | St. Petersburg | Pinellas County, Florida | Florida | United States | Concrete | T-Beam | Fixed | 0 | 6 | 0 | 0 | 1920 | 0 | Unknown | 5 | 5 | 36 | 10.97 | 160 | 48.77 | 33 | 10.06 | https://historicbridges.org/florida/9thbooker/little_img_20210129_104438_small.jpg | https://historicbridges.org/florida/9thbooker/little_img_20210129_104438.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/9thbooker/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.763480,-82.646644 | |||||||||||||||||
| 7950 | Manatee River Railroad Bridge | This riveted through plate girder bascule also includes extremely long approaches. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal through girder, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Unknown. | 27.502274 | -82.568003 | Railroad (CSX) | Manatee River | Bradenton and Palmetto | Manatee County, Florida | Florida | United States | Metal | Through | Girder | Movable: Single Leaf Bascule | Rolling Lift | 0 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 125 | 38.1 | 3520 | 1072.9 | 0 | 0 | https://historicbridges.org/florida/manatee/little_manatee_7290_small.jpg | https://historicbridges.org/florida/manatee/little_manatee_7290.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/manatee/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.502274,-82.568003 | ||||||||||||
| 7951 | Green Bridge Fishing Pier | This fishing pier is composed of the surviving fixed approach spans of a former bascule bridge which was demolished and replaced. The technical description of the main or most noteworthy span of the bridge is a concrete t-beam, fixed. The bridge was primarily built by Unknown. | 27.506323 | -82.572583 | Pedestrian Walkway | Manatee River | Palmetto | Manatee County, Florida | Florida | United States | Concrete | T-Beam | Fixed | 0 | 0 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 0 | 0 | 2112 | 643.74 | 0 | 0 | https://historicbridges.org/florida/greenbridge/little_greenbridge_7419_small.jpg | https://historicbridges.org/florida/greenbridge/little_greenbridge_7419.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/greenbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.506323,-82.572583 | |||||||||||||||||
| 7952 | Overbrook Avenue Bridge | This tiny Luten arch bridge is noted for its use of the more ornamental balustrade railing design offered by Luten companies. The technical description of the main or most noteworthy span of the bridge is a 20.3 ft (6.19 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Luten Bridge Company of York, Pennsylvania. | 27.987194 | -82.789370 | Overbrook Avenue | Stevenson Creek | Clearwater | Pinellas County, Florida | Florida | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1926 | 0 | Luten Bridge Company of York, Pennsylvania | 5 | 7 | 20.3 | 6.19 | 20.3 | 6.19 | 0 | 0 | https://historicbridges.org/florida/overbrook/little_overbrook_8736_small.jpg | https://historicbridges.org/florida/overbrook/little_overbrook_8736.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/overbrook/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.987194,-82.789370 | |||||||||||||||
| 7953 | Springtime Avenue Bridge | This is a tiny example of a Luten arch bridge with traditional solid railing with inset rectangle outlines. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Luten Bridge Company of York, Pennsylvania. | 27.987910 | -82.788330 | Springtime Avenue | Stevenson Creek | Clearwater | Pinellas County, Florida | Florida | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1926 | 0 | Luten Bridge Company of York, Pennsylvania | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/florida/springtime/little_springtime_8628_29_30vib_small.jpg | https://historicbridges.org/florida/springtime/little_springtime_8628_29_30vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/springtime/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.987910,-82.788330 | |||||||||||||||
| 7954 | 3rd Street Bridge | This 1926 concrete arch bridge is noted for its humpback deck and extremely wide roadway. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 27.754817 | -82.636933 | 3rd Street | Salt Creek | St. Petersburg | Pinellas County, Florida | Florida | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1926 | 0 | Unknown | 5 | 5 | 50 | 15.24 | 50 | 15.24 | 60 | 18.29 | https://historicbridges.org/florida/3rdsaltcreek/little_3rdsaltcreek_7611_small.jpg | https://historicbridges.org/florida/3rdsaltcreek/little_3rdsaltcreek_7611.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/3rdsaltcreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.754817,-82.636933 | |||||||||||||||
| 7955 | Corey Causeway | This bridge was built as a pair of bascule bridges sitting beside each other. The technical description of the main or most noteworthy span of the bridge is a 111 ft (33.83 m) metal Variable Depth deck girder, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Unknown. | 27.746181 | -82.746225 | FL-693 (Pasadena Avenue and 75th Avenue) | Intracoastal Waterway | St. Petersburg | Pinellas County, Florida | Florida | United States | Metal | Variable Depth | Deck | Girder | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Pre-Stressed Concrete | Stringer (Multi-Beam) | 0 | 14 | 1961 | 1996 | Unknown | 6 | 6 | 111 | 33.83 | 949.5 | 289.41 | 28.2 | 8.6 | https://historicbridges.org/florida/corey/little_corey_7518_small.jpg | https://historicbridges.org/florida/corey/little_corey_7518.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/corey/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.746181,-82.746225 | ||||||||||||
| 7956 | Tom Stuart Causeway Bridge | Welch Causeway Bridge | This 1960s bascule bridge is a standard design, but has a replaced bridgetender house. The technical description of the main or most noteworthy span of the bridge is a 140.8 ft (42.92 m) metal Variable Depth deck girder, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Unknown. | 27.806996 | -82.794985 | FL-666 (150th Avenue) | Intracoastal Waterway (Boca Ciega Bay) | Madeira Beach | Pinellas County, Florida | Florida | United States | Metal | Variable Depth | Deck | Girder | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Pre-Stressed Concrete | Stringer (Multi-Beam) | Fixed | 0 | 14 | 1962 | 0 | Unknown | 5 | 5 | 140.8 | 42.92 | 751 | 228.9 | 40 | 12.19 | https://historicbridges.org/florida/tomstuartcauseway/little_tomstuartcauseway_9150_1_2vib_small.jpg | https://historicbridges.org/florida/tomstuartcauseway/little_tomstuartcauseway_9150_1_2vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/tomstuartcauseway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.806996,-82.794985 | ||||||||||
| 7957 | ! | Dunedin Causeway Bridge | This is a standard 1960s bascule bridge that is at risk for demolition and replacement. The technical description of the main or most noteworthy span of the bridge is a 133 ft (40.54 m) metal deck girder, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Unknown. | 28.051142 | -82.795440 | Causeway Boulevard | Intracoastal Waterway (St. Joseph Sound) | Dunedin | Pinellas County, Florida | Florida | United States | Metal | Deck | Girder | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Pre-Stressed Concrete | Stringer (Multi-Beam) | Fixed | 0 | 22 | 1963 | 0 | Unknown | 5 | 5 | 133 | 40.54 | 1190 | 362.71 | 26 | 7.92 | https://historicbridges.org/florida/dunedincauseway/little_dunedincauseway_8457_small.jpg | https://historicbridges.org/florida/dunedincauseway/little_dunedincauseway_8457.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/dunedincauseway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=28.051142,-82.795440 | |||||||||||
| 7958 | Old Coachman Road Bridge | This is a small, simply designed, example of a Luten arch bridge. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Luten Bridge Company of York, Pennsylvania. | 27.975484 | -82.734279 | Old Coachman Road | Alligator Creek | Clearwater | Pinellas County, Florida | Florida | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1925 | 0 | Luten Bridge Company of York, Pennsylvania | 5 | 6 | 24 | 7.32 | 24 | 7.32 | 19.4 | 5.91 | https://historicbridges.org/florida/alligatorcreek/little_alligatorcreek_7806_small.jpg | https://historicbridges.org/florida/alligatorcreek/little_alligatorcreek_7806.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/alligatorcreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.975484,-82.734279 | |||||||||||||||
| 7959 | Burlington Avenue Bridge | This concrete t-beam is noted for its railings which are an uncommon, excellent example of Art Moderne design on a bridge. The technical description of the main or most noteworthy span of the bridge is a 25.3 ft (7.71 m) concrete continuous t-beam, fixed. The bridge was primarily built by Unknown. | 27.773833 | -82.657194 | Burlington Avenue | Booker Creek | St. Petersburg | Pinellas County, Florida | Florida | United States | Concrete | T-Beam | Fixed | 0 | Continuous | 2 | 0 | 0 | 1942 | 0 | Unknown | 4 | 6 | 25.3 | 7.71 | 50 | 15.24 | 27 | 8.23 | https://historicbridges.org/florida/burlington/little_burlington_7743_small.jpg | https://historicbridges.org/florida/burlington/little_burlington_7743.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/burlington/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.773833,-82.657194 | ||||||||||||||||
| 7960 | Belleview Bridge | This Luten arch bridge has lost its original railings and is paired with a modern bridge that sits very close beside it. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Daniel Luten. Special note about bridge location: This bridge is on private property. | 27.944009 | -82.806167 | Belleview Boulevard (Southbound) | Ikes Creek | Belleair | Pinellas County, Florida | Florida | United States | This bridge is on private property. | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1915 | 0 | Unknown | Daniel Luten | 5 | 5 | 60 | 18.29 | 120 | 36.58 | 18 | 5.49 | https://historicbridges.org/florida/belleview2/little_belleview2_8907_8_9vib_small.jpg | https://historicbridges.org/florida/belleview2/little_belleview2_8907_8_9vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/belleview2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.944009,-82.806167 | |||||||||||||
| 7961 | New Pass Bridge | This is an uncommon 1960s fixed high level bridge in Florida. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) pre-stressed concrete stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 26.378025 | -81.860989 | CR-865 (Bonita Beach Causeway, Estero Boulevard) | New Pass | Bonita Springs | Lee County, Florida | Florida | United States | Pre-Stressed Concrete | Stringer (Multi-Beam) | Fixed | 0 | 19 | 0 | 0 | 1965 | 0 | Unknown | 4 | 4 | 72 | 21.95 | 936 | 285.29 | 26 | 7.92 | https://historicbridges.org/florida/newpass/little_brg_0414_small.jpg | https://historicbridges.org/florida/newpass/little_brg_0414.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/newpass/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=26.378025,-81.860989 | |||||||||||||||||
| 7962 | ! | Big Carlos Pass Bridge | This is a rare example of a single leaf highway bascule bridge in Florida. The technical description of the main or most noteworthy span of the bridge is a 79 ft (24.08 m) metal Variable Depth deck girder, movable: single leaf bascule, Fixed Trunnion. The bridge was primarily built by Unknown. | 26.404363 | -81.880913 | CR-865 (Bonita Beach Causeway, Estero Boulevard) | Big Carlos Pass | Fort Myers Beach and Bonita Springs | Lee County, Florida | Florida | United States | Metal | Variable Depth | Deck | Girder | Movable: Single Leaf Bascule | Fixed Trunnion | 0 | 1 | Pre-Stressed Concrete | Stringer (Multi-Beam) | Fixed | 0 | 30 | 1965 | 0 | Unknown | 6 | 7 | 79 | 24.08 | 1684.5 | 513.44 | 26.2 | 7.99 | https://historicbridges.org/florida/bigcarlos/little_brg_0582_small.jpg | https://historicbridges.org/florida/bigcarlos/little_brg_0582.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/bigcarlos/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=26.404363,-81.880913 | ||||||||||
| 7963 | Alva Bridge | This is a traditional 1960s Florida bascule bridge. The technical description of the main or most noteworthy span of the bridge is a 104 ft (31.7 m) metal Variable Depth deck girder, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Unknown. | 26.713485 | -81.610002 | Broadway Street | Caloosahatchee River (Okeechobee Waterway) | Alva | Lee County, Florida | Florida | United States | Metal | Variable Depth | Deck | Girder | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Pre-Stressed Concrete | Stringer (Multi-Beam) | Fixed | 0 | 9 | 1969 | 0 | Unknown | 5 | 5 | 104 | 31.7 | 547 | 166.73 | 28 | 8.53 | https://historicbridges.org/florida/alva/little_brg_0000_1_2vib_small.jpg | https://historicbridges.org/florida/alva/little_brg_0000_1_2vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/alva/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=26.713485,-81.610002 | |||||||||||
| 7964 | Bayshore Drive Bridge | This small concrete arch bridge sits next to a modern pedestrian bridge, making it hard to photograph. The technical description of the main or most noteworthy span of the bridge is a 48.6 ft (14.81 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 27.993073 | -82.686198 | Bayshore Drive | Mullet Creek | Safety Harbor | Pinellas County, Florida | Florida | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1927 | 0 | Unknown | 4 | 4 | 48.6 | 14.81 | 48.6 | 14.81 | 16 | 4.88 | https://historicbridges.org/florida/bayshoremullet/little_bayshoremullet_8097_8_9vib_small.jpg | https://historicbridges.org/florida/bayshoremullet/little_bayshoremullet_8097_8_9vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/bayshoremullet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.993073,-82.686198 | |||||||||||||||
| 7965 | Indian Rocks Road Bridge | This is a small concrete arch bridge with unusual railings. The technical description of the main or most noteworthy span of the bridge is a 57 ft (17.37 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 27.942378 | -82.804004 | Indian Rocks Road | Ikes Creek | Belleair | Pinellas County, Florida | Florida | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1927 | 0 | Unknown | 4 | 4 | 57 | 17.37 | 57 | 17.37 | 24.6 | 7.5 | https://historicbridges.org/florida/indianrocks/little_indianrocks_8796_7_8vib_small.jpg | https://historicbridges.org/florida/indianrocks/little_indianrocks_8796_7_8vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/indianrocks/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.942378,-82.804004 | |||||||||||||||
| 7966 | Belleair Golf Course Bridge | This small stone arch bridge visible on a golf course has an unclear history and may be old or modern. The technical description of the main or most noteworthy span of the bridge is a stone deck arch, fixed. The bridge was primarily built by Unknown. | 27.945683 | -82.803703 | Golf Course Road | Golf Course Lagoon | Belleair | Pinellas County, Florida | Florida | United States | Stone | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 1 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/florida/belleview1/little_belleview1_8865_small.jpg | https://historicbridges.org/florida/belleview1/little_belleview1_8865.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/belleview1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.945683,-82.803703 | ||||||||||||||||
| 7967 | Curlew Creek Railroad Bridge | This concrete slab bridge with paneled details on the sides of the slabs is evidence of this trail's railroad past. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. | 28.044496 | -82.781946 | Railroad (Fred Marquis Pinellas Rail-Trail) | Curlew Creek | Dunedin | Pinellas County, Florida | Florida | United States | Concrete | Slab | Fixed | 0 | 0 | 0 | 0 | 0 | 0 | Unknown | 2 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/florida/curlew/little_curlew_8556_small.jpg | https://historicbridges.org/florida/curlew/little_curlew_8556.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/curlew/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=28.044496,-82.781946 | |||||||||||||||||
| 7968 | LaBelle Bridge | LaBelle Draw | This deck plate girder bascule bridge is noted for its riveted construction. The technical description of the main or most noteworthy span of the bridge is a 104.7 ft (31.91 m) metal Variable Depth deck girder, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Unknown. | 26.769649 | -81.437479 | FL-29 (Bridge Street) | Caloosahatchee River (Okeechobee Waterway) | LaBelle | Hendry County, Florida | Florida | United States | Metal | Variable Depth | Deck | Girder | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Pre-Stressed Concrete | Stringer (Multi-Beam) | Fixed | 0 | 8 | 1959 | 0 | Unknown | 6 | 6 | 104.7 | 31.91 | 501.7 | 152.92 | 28 | 8.53 | https://historicbridges.org/florida/labelle/little_brg_9279_small.jpg | https://historicbridges.org/florida/labelle/little_brg_9279.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/labelle/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=26.769649,-81.437479 | ||||||||||
| 7969 | Wilson Pigott Bridge | This 1960 bascule bridge carries traffic on a busy road. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal Variable Depth deck girder, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Unknown. | 26.716293 | -81.760686 | FL-31 | Caloosahatchee River (Okeechobee Waterway) | Fort Myers Shores | Lee County, Florida | Florida | United States | Metal | Variable Depth | Deck | Girder | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Pre-Stressed Concrete | Stringer (Multi-Beam) | Fixed | 0 | 13 | 1960 | 0 | Unknown | 5 | 6 | 105 | 32 | 778 | 237.13 | 28 | 8.53 | https://historicbridges.org/florida/wilsonpigott/little_brg_0225_6_7vib_small.jpg | https://historicbridges.org/florida/wilsonpigott/little_brg_0225_6_7vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/wilsonpigott/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=26.716293,-81.760686 | |||||||||||
| 7970 | Manasota Key Bridge | This is a standard 1960s Florida bascule bridge and it is unaltered from its original design. The technical description of the main or most noteworthy span of the bridge is a 133.5 ft (40.69 m) metal Variable Depth deck girder, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Unknown. | 27.011653 | -82.410040 | Manasota Beach Road (CR-774) | Intracoastal Waterway | Manasota | Sarasota County, Florida | Florida | United States | Metal | Variable Depth | Deck | Girder | Movable: Double Leaf Bascule | Fixed Trunnion | 0 | 1 | Pre-Stressed Concrete | Stringer (Multi-Beam) | Fixed | 0 | 10 | 1964 | 0 | Unknown | 5 | 6 | 133.5 | 40.69 | 614 | 187.15 | 26 | 7.92 | https://historicbridges.org/florida/manasota/little_brg_1374_5_6vib_small.jpg | https://historicbridges.org/florida/manasota/little_brg_1374_5_6vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/manasota/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.011653,-82.410040 | |||||||||||
| 7971 | Tulip Viaduct | Greene County Viaduct, Tulip Trestle | This high level tower and girder style railroad bridge is among the largest of its kind, and stands out as unique in Indiana. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal deck girder, fixed. The bridge was primarily built by Strobel Steel Construction Company of Chicago, Illinois and American Bridge Company of New York, New York. | 39.075325 | -86.854439 | Railroad (Indiana Rail Road) | Richland Creek and CR-480 East | Rural | Greene County, Indiana | Indiana | United States | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | 1906 | 0 | Strobel Steel Construction Company of Chicago, Illinois and American Bridge Company of New York, New York | 8 | 8 | 75 | 22.86 | 2215 | 675.13 | 0 | 0 | https://historicbridges.org/indiana/tuliptrestle/little_tuliptrestle_8492_3_4v_small.jpg | https://historicbridges.org/indiana/tuliptrestle/little_tuliptrestle_8492_3_4v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/tuliptrestle/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.075325,-86.854439 | |||||||||||||||
| 7972 | Billy Creek Lift Bridge | This unusual bridge is the smallest lift bridge in Florida and perhaps the United States! The technical description of the main or most noteworthy span of the bridge is a 41.7 ft (12.71 m) metal stringer (multi-beam), movable: vertical lift. The bridge was primarily built by C. T. Felix Construction Company of St. Petersburg, Florida. The bridge was primarily designed by Florida State Road Department. | 26.651685 | -81.856702 | FL-80 (Westbound), Palm Beach Boulevard and First Street | Billy Creek | Fort Myers | Lee County, Florida | Florida | United States | Metal | Stringer (Multi-Beam) | Movable: Vertical Lift | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1941 | 0 | C. T. Felix Construction Company of St. Petersburg, Florida | Florida State Road Department | 7 | 9 | 41.7 | 12.71 | 116 | 35.36 | 30 | 9.14 | https://historicbridges.org/florida/billyscreek/little_brg_0819_20_21vib_small.jpg | https://historicbridges.org/florida/billyscreek/little_brg_0819_20_21vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/billyscreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=26.651685,-81.856702 | |||||||||||||
| 7973 | Fort Denaud Bridge | Relocated to this site in 1963, this swing bridge is an extremely rare example of a Warren truss with no vertical members. The technical description of the main or most noteworthy span of the bridge is a 191 ft (58.22 m) metal rivet-connected Warren (No Verticals) pony truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Powell Brothers Construction Company of Fort Lauderdale, Florida. | 26.744767 | -81.510439 | Fort Denaud Bridge Way | Caloosahatchee River (Okeechobee Waterway) | Fort Denaud | Hendry County, Florida | Florida | United States | Metal | Warren (No Verticals) | Rivet-Connected | Pony | Truss | Movable: Swing | Rim Bearing Center Pier | 0 | 1 | Pre-Stressed Concrete | Slab | Fixed | 0 | 5 | 1940 | 1963 | Powell Brothers Construction Company of Fort Lauderdale, Florida | 8 | 9 | 191 | 58.22 | 434.7 | 132.5 | 18 | 5.49 | https://historicbridges.org/florida/fortdenaud/little_brg_9897_small.jpg | https://historicbridges.org/florida/fortdenaud/little_brg_9897.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/fortdenaud/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=26.744767,-81.510439 | ||||||||||
| 7974 | Tom Adams Bridge | This traditional 1960s welded girder bascule bridge has been altered by the replacement of the original bridgetender house. The technical description of the main or most noteworthy span of the bridge is a 103 ft (31.39 m) metal Variable Depth deck girder, movable: bascule, Fixed Trunnion. The bridge was primarily built by Unknown. | 26.934389 | -82.353040 | Beach Road | Lemon Bay (Intracoastal Waterway) | Englewood | Charlotte County, Florida | Florida | United States | Metal | Variable Depth | Deck | Girder | Movable: Bascule | Fixed Trunnion | 0 | 1 | Pre-Stressed Concrete | Stringer (Multi-Beam) | Fixed | 0 | 18 | 1965 | 2018 | Unknown | 4 | 6 | 103 | 31.39 | 1005.6 | 306.51 | 26 | 7.92 | https://historicbridges.org/florida/tomadams/little_brg_1218_small.jpg | https://historicbridges.org/florida/tomadams/little_brg_1218.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/tomadams/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=26.934389,-82.353040 | |||||||||||
| 7975 | Donna's Crossing Bridge | This is one of two tiny Luten arch bridges on this road, widened with a concrete slab on the south side. The technical description of the main or most noteworthy span of the bridge is a 30.8 ft (9.39 m) concrete deck arch, fixed. The bridge was primarily built by Luten Bridge Company of York, Pennsylvania. | 26.742752 | -81.484164 | Fort Denaud Road (CR-78A) | Caloosahatchee River Tributary | Fort Denaud | Hendry County, Florida | Florida | United States | Concrete | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1930 | 1955 | Luten Bridge Company of York, Pennsylvania | 5 | 5 | 30.8 | 9.39 | 30.8 | 9.39 | 25.3 | 7.71 | https://historicbridges.org/florida/donnascrossing/little_img_20210204_101604_small.jpg | https://historicbridges.org/florida/donnascrossing/little_img_20210204_101604.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/donnascrossing/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=26.742752,-81.484164 | ||||||||||||||||
| 7976 | Tanya's Crossing Bridge | This is one of two tiny Luten arch bridges on this road, widened with a concrete slab on the south side. The technical description of the main or most noteworthy span of the bridge is a concrete deck arch, fixed. The bridge was primarily built by Luten Bridge Company of York, Pennsylvania. | 26.742601 | -81.491137 | Fort Denaud Road (CR-78A) | Caloosahatchee River Tributary | Fort Denaud | Hendry County, Florida | Florida | United States | Concrete | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1920 | 0 | Luten Bridge Company of York, Pennsylvania | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/florida/tanyascrossing/little_img_20210204_102211_small.jpg | https://historicbridges.org/florida/tanyascrossing/little_img_20210204_102211.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/tanyascrossing/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=26.742601,-81.491137 | ||||||||||||||||
| 7977 | 14th Street Bridge | Arland D. Williams Jr. Memorial Bridge | This long bridge contains a bascule span that no longer operates but is noted for its heavy, riveted construction. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal deck girder, movable: double leaf bascule. The bridge was primarily built by Unknown. | 38.874590 | -77.040770 | 14th Street (I-395 Northbound) | Potomac River | Washington and Arlington | District of Columbia and Arlington County, Virginia | District of Columbia and Virginia | United States | Metal | Deck | Girder | Movable: Double Leaf Bascule | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 15 | 1950 | 2010 | Unknown | 6 | 7 | 175 | 53.34 | 2434 | 741.88 | 62 | 18.9 | https://historicbridges.org/dc/14thstreetbridge/little_14thstreetbridge_7291_small.jpg | https://historicbridges.org/dc/14thstreetbridge/little_14thstreetbridge_7291.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=dc/14thstreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.874590,-77.040770 | ||||||||||||
| 7978 | Theodore Roosevelt Bridge | This large bridge is noted for its arched, riveted girders which feature a pin and hanger cantilever design. The technical description of the main or most noteworthy span of the bridge is a 222 ft (67.67 m) metal cantilever Variable Depth deck girder, fixed. The bridge was primarily built by McCloskey and Company. | 38.892240 | -77.060120 | I-66 and US-50 (Curtis Memorial Parkway) | Potomac River | Washington and Arlington | District of Columbia and Arlington County, Virginia | District of Columbia and Virginia | United States | Metal | Variable Depth | Deck | Girder | Fixed | 0 | Cantilever | 8 | Concrete | Rigid-Frame | 0 | 2 | 1964 | 0 | McCloskey and Company | 6 | 6 | 222 | 67.67 | 1616 | 492.56 | 84 | 25.6 | https://historicbridges.org/dc/rooseveltbridge/little_rooseveltbridge_7639_small.jpg | https://historicbridges.org/dc/rooseveltbridge/little_rooseveltbridge_7639.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=dc/rooseveltbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.892240,-77.060120 | ||||||||||||
| 7979 | Tidal Basin Bridge | Ohio Drive Bridge | This bridge was built as part of a tidal gate system to control water levels, and is noted for its cast iron fascia. The technical description of the main or most noteworthy span of the bridge is a 28 ft (8.53 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Alexander and Repass of Des Moines, Iowa. The bridge was primarily designed by United States Army Corps of Engineers and Nathan C. Wyeth. | 38.880200 | -77.040270 | Ohio Drive | Tidal Basin | Washington | District of Columbia | District of Columbia | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 5 | 0 | 0 | 1909 | 1986 | Alexander and Repass of Des Moines, Iowa | United States Army Corps of Engineers and Nathan C. Wyeth | 7 | 7 | 28 | 8.53 | 138 | 42.06 | 30.8 | 9.39 | https://historicbridges.org/dc/ohiodrivebridge/little_ohiodrivebridge_7372_small.jpg | https://historicbridges.org/dc/ohiodrivebridge/little_ohiodrivebridge_7372.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=dc/ohiodrivebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.880200,-77.040270 | |||||||||||||||
| 7980 | Boundary Channel Extension Bridge | This attractive concrete arch bridge connects Arlington Memorial Bridge to Arlington Memorial Cemetery. The technical description of the main or most noteworthy span of the bridge is a 101 ft (30.78 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by N. P. Severin of Chicago, Illinois. The bridge was primarily designed by W. J. Douglas. | 38.885130 | -77.061610 | Memorial Avenue | Boundary Channel, George Washington Parkway, and Washington Boulevard | Washington and Arlington | District of Columbia and Arlington County, Virginia | District of Columbia and Virginia | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | Concrete | T-Beam | Fixed | 0 | 2 | 1932 | 0 | N. P. Severin of Chicago, Illinois | W. J. Douglas | 7 | 6 | 101 | 30.78 | 402.6 | 122.71 | 60 | 18.29 | https://historicbridges.org/dc/boundarychannelbridge/little_boundarychannelbridge_5350_small.jpg | https://historicbridges.org/dc/boundarychannelbridge/little_boundarychannelbridge_5350.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=dc/boundarychannelbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.885130,-77.061610 | |||||||||||
| 7981 | George Washington Memorial Parkway Railroad Overpass | This is an attractive arched plate girder overpass that appears to date to before 1935. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 38.870950 | -77.041740 | Railroad (CSX, Amtrak, Virginia Railway Express) | George Washington Memorial Parkway | Arlington | Arlington County, Virginia | Virginia | United States | Metal | Through | Girder | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | Unknown | 4 | 4 | 60 | 18.29 | 123 | 37.49 | 0 | 0 | https://historicbridges.org/virginia/gwparkwaybridge/little_main_small.jpg | https://historicbridges.org/virginia/gwparkwaybridge/little_main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/gwparkwaybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.870950,-77.041740 | ||||||||||||||||
| 7982 | I-395 George Washington Memorial Parkway Overpass 1 | This is one of two stone-faced concrete rigid-frame overpass bridges in this area. The technical description of the main or most noteworthy span of the bridge is a 61 ft (18.59 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 38.872100 | -77.043238 | I-395 (Henry G. Shirley Memorial Highway) | George Washington Memorial Parkway | Arlington | Arlington County, Virginia | Virginia | United States | Concrete | Rigid-Frame | Fixed | 0 | 2 | 0 | 0 | 1950 | 0 | Unknown | 3 | 2 | 61 | 18.59 | 122 | 37.19 | 36 | 10.97 | https://historicbridges.org/virginia/gwparkwaybridge2/little_gwparkwaybridges_5299_small.jpg | https://historicbridges.org/virginia/gwparkwaybridge2/little_gwparkwaybridges_5299.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/gwparkwaybridge2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.872100,-77.043238 | |||||||||||||||||
| 7983 | I-395 George Washington Memorial Parkway Overpass 2 | This is one of two stone-faced concrete rigid-frame overpass bridges in this area. The technical description of the main or most noteworthy span of the bridge is a 69 ft (21.03 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 38.873153 | -77.044700 | I-395 (Henry G. Shirley Memorial Highway) | George Washington Memorial Parkway | Arlington | Arlington County, Virginia | Virginia | United States | Concrete | Rigid-Frame | Fixed | 0 | 2 | 0 | 0 | 1950 | 0 | Unknown | 3 | 2 | 69 | 21.03 | 129 | 39.32 | 166 | 50.6 | https://historicbridges.org/virginia/gwparkwaybridge3/little_gwparkwaybridges_5311_small.jpg | https://historicbridges.org/virginia/gwparkwaybridge3/little_gwparkwaybridges_5311.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/gwparkwaybridge3/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.873153,-77.044700 | |||||||||||||||||
| 7984 | Willow Railroad Bridge | One of the few surviving metal truss bridges in the region is this abandoned railroad bridge. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 27.652222 | -82.340112 | Railroad (Abandoned CSX) | Little Manatee River | Willow | Hillsborough County, Florida | Florida | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 150 | 45.72 | 260 | 79.25 | 0 | 0 | https://historicbridges.org/florida/littlemanatee/little_brg_1761_small.jpg | https://historicbridges.org/florida/littlemanatee/little_brg_1761.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/littlemanatee/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.652222,-82.340112 | |||||||||||
| 7986 | Ruskin Railroad Bridge | Little Manatee River Railroad Bridge | This is a simple, small railroad plate girder swing span with a series of approach spans. The technical description of the main or most noteworthy span of the bridge is a 145 ft (44.2 m) metal deck girder, movable: swing, Center Pier. The bridge was primarily built by Unknown. | 27.706250 | -82.447947 | Railroad (CSX) | Little Manatee River | Ruskin | Hillsborough County, Florida | Florida | United States | Metal | Deck | Girder | Movable: Swing | Center Pier | 0 | 1 | 0 | 0 | 1958 | 0 | Unknown | 5 | 5 | 145 | 44.2 | 590 | 179.83 | 0 | 0 | https://historicbridges.org/florida/littlemanateeswing/little_brg_2003_small.jpg | https://historicbridges.org/florida/littlemanateeswing/little_brg_2003.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/littlemanateeswing/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.706250,-82.447947 | ||||||||||||||
| 7987 | Doyle E. Carlton Bridge | This relatively early high level fixed bridge over a navigable Florida waterway is unusual because it was built in 1952 and widened with pre-stressed concrete stringers to double its size only a few years later in 1959. The technical description of the main or most noteworthy span of the bridge is a 78 ft (23.77 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 27.859310 | -82.383537 | Tamiami Trail (US-41, FL-45) | Alafia River | Gibsonton | Hillsborough County, Florida | Florida | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 24 | 0 | 0 | 1952 | 1959 | Unknown | 2 | 2 | 78 | 23.77 | 1216 | 370.64 | 29.5 | 8.99 | https://historicbridges.org/florida/alafiahwy/little_alafiahwy_2184_small.jpg | https://historicbridges.org/florida/alafiahwy/little_alafiahwy_2184.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/alafiahwy/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.859310,-82.383537 | |||||||||||||||||
| 7988 | Alafia River Railroad Bridge | This is a small swing bridge that also includes a number of concrete approach spans. The technical description of the main or most noteworthy span of the bridge is a 103 ft (31.39 m) metal deck girder, movable: swing, Center Pier. The bridge was primarily built by Unknown. | 27.859602 | -82.383265 | Railroad (CSX) | Alafia River | Gibsonton | Hillsborough County, Florida | Florida | United States | Metal | Deck | Girder | Movable: Swing | Center Pier | 0 | 1 | Concrete | Slab | Fixed | 0 | 27 | 1957 | 0 | Unknown | 2 | 2 | 103 | 31.39 | 670 | 204.22 | 0 | 0 | https://historicbridges.org/florida/alafiarr/little_alafiarr_2148_49_50vib_small.jpg | https://historicbridges.org/florida/alafiarr/little_alafiarr_2148_49_50vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/alafiarr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.859602,-82.383265 | ||||||||||||
| 7989 | Bibb Graves Bridge | Wetumpka Bridge | This large multi-span rainbow arch bridge is the only one of its kind in Alabama, and one of the top historic bridges in the state. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Edward Houk. | 32.538424 | -86.206974 | AL-212 and AL-111 (Bridge Street) | Coosa River | Wetumpka | Elmore County, Alabama | Alabama | United States | Concrete | Rainbow | Through | Arch | Fixed | 0 | 5 | Concrete | Open Spandrel | Deck | Arch | 0 | 2 | 1931 | 0 | Unknown | Edward Houk | 9 | 10 | 140 | 42.67 | 787 | 239.88 | 26.6 | 8.11 | https://historicbridges.org/alabama/wetumpka/little_wetumpka_4120_small.jpg | https://historicbridges.org/alabama/wetumpka/little_wetumpka_4120.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/wetumpka/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.538424,-86.206974 | |||||||||
| 7990 | O'Neal Bridge | This is an early surviving example of a design of continuous truss bridge unique to Alabama, and it is complimented by deck truss approach spans. The technical description of the main or most noteworthy span of the bridge is a 420 ft (128.02 m) metal continuous rivet-connected Warren through truss, fixed. The bridge was primarily built by Virginia Bridge Company of Roanoke, Virginia. The bridge was primarily designed by Joseph P. Trotter. | 34.784136 | -87.671831 | US-72 (Lee Highway) | Tennessee River | Sheffield and Florence | Colbert County, Alabama and Lauderdale County, Alabama | Alabama | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 14 | Continuous | 3 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 8 | 11 | 1939 | 0 | Virginia Bridge Company of Roanoke, Virginia | Joseph P. Trotter | 8 | 8 | 420 | 128.02 | 2071 | 631.24 | 46.6 | 14.2 | https://historicbridges.org/alabama/florence/little_florence_7531_small.jpg | https://historicbridges.org/alabama/florence/little_florence_7531.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/florence/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.784136,-87.671831 | ||||||
| 7991 | Black Warrior River Bridge | Espey Bridge, Van De Graaff Park Bridge | Relocated and preserved, this extremely rare cast and wrought iron bowstring is the oldest surviving iron bridge in Alabama. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 33.222760 | -87.598573 | Pedestrian Walkway | Mill Creek | Northport | Tuscaloosa County, Alabama | Alabama | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1882 | 0 | King Bridge Company of Cleveland, Ohio | 9 | 10 | 140 | 42.67 | 180 | 54.86 | 0 | 0 | https://historicbridges.org/alabama/northport/little_northport_6271_small.jpg | https://historicbridges.org/alabama/northport/little_northport_6271.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/northport/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.222760,-87.598573 | |||||||||||||
| 7992 | Captain John Snodgrass Bridge | This bridge features a continuous through truss that assumes as deck truss configuration at the ends, a design used several times in Alabama. The technical description of the main or most noteworthy span of the bridge is a 500 ft (152.4 m) metal continuous rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 34.833620 | -85.801720 | AL-117 | Tennessee River | Rural | Jackson County, Alabama | Alabama | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 0 | Continuous | 3 | Concrete | T-Beam | 0 | 5 | 1958 | 0 | American Bridge Company of New York, New York | 7 | 7 | 500 | 152.4 | 1401 | 427.02 | 25.6 | 7.8 | https://historicbridges.org/alabama/snodgrass/little_snodgrass_0715_small.jpg | https://historicbridges.org/alabama/snodgrass/little_snodgrass_0715.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/snodgrass/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.833620,-85.801720 | |||||||||||
| 7993 | Engineer Street Bridge | East Main Street Bridge | This rare Phoenix column through truss has been preserved for pedestrian use and a park created around it. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 36.953121 | -84.094498 | Engineer Street | Lynn Camp Creek | Corbin | Whitley County, Kentucky and Knox County, Kentucky | Kentucky | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 2007 | Unknown | 9 | 9 | 75 | 22.86 | 118 | 35.97 | 13.1 | 3.99 | https://historicbridges.org/kentucky/engineer/little_ky_engineer_2050_small.jpg | https://historicbridges.org/kentucky/engineer/little_ky_engineer_2050.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/engineer/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.953121,-84.094498 | ||||||||||
| 7994 | Duncan Bridge | This is a relatively late example of a medium scale continuous through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 361 ft (110.03 m) metal continuous rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 34.000871 | -87.222282 | Curry Highway (CR-41) | Lewis Smith Lake (Sipsey Fork Black Warrior River) | Rural | Winston County, Alabama | Alabama | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 12 | Continuous | 3 | Concrete | T-Beam | Fixed | 0 | 2 | 1967 | 0 | Unknown | 6 | 8 | 361 | 110.03 | 1035 | 315.47 | 28 | 8.53 | https://historicbridges.org/alabama/duncan/little_duncan_7324_small.jpg | https://historicbridges.org/alabama/duncan/little_duncan_7324.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/duncan/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.000871,-87.222282 | ||||||||||
| 7995 | 2 Mile Creek Bridge | This long abandoned bridge is one of the only known surviving bowstring bridges built by David H. Morrison. The technical description of the main or most noteworthy span of the bridge is a 55 ft (16.76 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by David H. Morrison (Columbia Bridge Works of Dayton, Ohio). Special note about bridge location: This bridge is on private property. | 40.647650 | -84.203227 | Abandoned Private Drive | 2 Mile Creek | Rural | Auglaize County, Ohio | Ohio | United States | This bridge is on private property. | Metal | Bowstring | Threaded Rod-Nut Connected | Pony | Truss | Fixed | 7 | 1 | 0 | 0 | 1874 | 0 | David H. Morrison (Columbia Bridge Works of Dayton, Ohio) | 9 | 9 | 55 | 16.76 | 56 | 17.07 | 13.2 | 4.02 | https://historicbridges.org/ohio/oh_2milecreek/little_oh_2milecreek_3421_small.jpg | https://historicbridges.org/ohio/oh_2milecreek/little_oh_2milecreek_3421.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/oh_2milecreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.647650,-84.203227 | |||||||||||||
| 7996 | McMillan Street Bridge | This bridge is an extremely rare example of a steel rigid-frame bridge, also noted for its outstanding Art Moderne architectural detailing. The technical description of the main or most noteworthy span of the bridge is a 117 ft (35.66 m) metal rigid-frame, fixed. The bridge was primarily built by Kerpen Construction Company of Cincinnati, Ohio and American Bridge Company of New York, New York. The bridge was primarily designed by City of Cincinnati. | 39.126705 | -84.501827 | McMillan Street | US-42 | Cincinnati | Hamilton County, Ohio | Ohio | United States | Metal | Rigid-Frame | Fixed | 0 | 3 | 0 | 0 | 1937 | 0 | Kerpen Construction Company of Cincinnati, Ohio and American Bridge Company of New York, New York | City of Cincinnati | 7 | 7 | 117 | 35.66 | 217 | 66.14 | 44 | 13.41 | https://historicbridges.org/ohio/oh_mcmillan/little_zimg_20210225_135713_small.jpg | https://historicbridges.org/ohio/oh_mcmillan/little_zimg_20210225_135713.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/oh_mcmillan/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.126705,-84.501827 | ||||||||||||||||
| 7997 | Old Shoal Creek Bridge | This attractive multi-span through truss bridge has been bypassed and abandoned. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Camelback through truss, fixed. The bridge was primarily built by Unknown. | 34.851447 | -87.569294 | US-72 and US-43 (Abandoned Alignment) | Shoal Creek | Killen | Lauderdale County, Alabama | Alabama | United States | Metal | Camelback | Rivet-Connected | Through | Truss | Fixed | 7 | 5 | 0 | 0 | 1924 | 0 | Unknown | 6 | 8 | 160 | 48.77 | 803 | 244.75 | 17.7 | 5.39 | https://historicbridges.org/alabama/oldshoalcreek/little_oldshoalcreek_8557_small.jpg | https://historicbridges.org/alabama/oldshoalcreek/little_oldshoalcreek_8557.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/oldshoalcreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.851447,-87.569294 | ||||||||||||||
| 7998 | AL-22 Coosa River Bridge | This is a graceful continuous deck truss bridge in a scenic rural location. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal continuous rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 32.798593 | -86.434603 | AL-22 | Coosa River | Rural | Chilton County, Alabama and Coosa County, Alabama | Alabama | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 0 | Continuous | 3 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 1958 | 0 | Unknown | 6 | 7 | 300 | 91.44 | 910 | 277.37 | 26 | 7.92 | https://historicbridges.org/alabama/al22coosa/little_al22coosa_4819_small.jpg | https://historicbridges.org/alabama/al22coosa/little_al22coosa_4819.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/al22coosa/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.798593,-86.434603 | ||||||||||
| 7999 | Fitzpatrick Bridge | This is a high level deck truss bridge located next to a historic dam, and is noted for its curved roadway. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal continuous (straight chords) rivet-connected Warren deck truss, fixed. The bridge was primarily built by Pittsburgh - Des Moines Steel Company of Pittsburgh, Pennsylvania. | 32.534143 | -85.888281 | AL-14 (Central Boulevard) | Tallapoosa River | Tallassee | Elmore County, Alabama and Tallapoosa County, Alabama | Alabama | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 14 | Continuous (Straight Chords) | 7 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 6 | 1940 | 0 | Pittsburgh - Des Moines Steel Company of Pittsburgh, Pennsylvania | 7 | 7 | 300 | 91.44 | 1738 | 529.74 | 26 | 7.92 | https://historicbridges.org/alabama/fitzpatrick/little_fitzpatrick_3334_small.jpg | https://historicbridges.org/alabama/fitzpatrick/little_fitzpatrick_3334.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/fitzpatrick/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.534143,-85.888281 | ||||||||||
| 8000 | Old Mill Bridge | This abandoned bridge appears to have originally been a bridge with a combined highway and railroad deck. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 32.533071 | -85.888265 | Railroad and Old Bridge Street | Tallapoosa River | Tallassee | Elmore County, Alabama and Tallapoosa County, Alabama | Alabama | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 9 | 1 | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 5 | 0 | 1920 | 0 | Unknown | 7 | 7 | 180 | 54.86 | 785 | 239.27 | 0 | 0 | https://historicbridges.org/alabama/oldmillbridge/little_oldmillbridge_3568_small.jpg | https://historicbridges.org/alabama/oldmillbridge/little_oldmillbridge_3568.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/oldmillbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.533071,-85.888265 | ||||||||
| 8001 | Boat Dock Road Bridge | This bridge served a former access to a marina but has now been closed and only is open to pedestrians. The technical description of the main or most noteworthy span of the bridge is a 112 ft (34.14 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 34.576497 | -86.563532 | Boat Dock Road | Aldridge Creek | Huntsville | Madison County, Alabama | Alabama | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 1925 | 0 | Unknown | 6 | 7 | 112 | 34.14 | 112 | 34.14 | 16.7 | 5.09 | https://historicbridges.org/alabama/boatdock/little_boatdock_0535_small.jpg | https://historicbridges.org/alabama/boatdock/little_boatdock_0535.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/boatdock/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.576497,-86.563532 | ||||||||||||||
| 8002 | Happy Hollow Bridge | This is a traditional 1920s through truss bridge that has been damaged by over height vehicles. The technical description of the main or most noteworthy span of the bridge is a 220 ft (67.06 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. | 34.912138 | -87.588241 | CR-47 | Shoals Creek | Rural | Lauderdale County, Alabama | Alabama | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 1928 | 0 | Unknown | 6 | 7 | 220 | 67.06 | 394 | 120.09 | 21 | 6.4 | https://historicbridges.org/alabama/happyhollow/little_happyhollow_8971_small.jpg | https://historicbridges.org/alabama/happyhollow/little_happyhollow_8971.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/happyhollow/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.912138,-87.588241 | |||||||||||
| 8003 | Tutwiler Road Bridge | Littletons Bridge | This classic through truss bridge is hidden back on a scenic winding road. The technical description of the main or most noteworthy span of the bridge is a 202 ft (61.57 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. | 33.636931 | -87.251499 | Tutwiler Road (CR-53) | Lost Creek | Rural | Walker County, Alabama | Alabama | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | Concrete | T-Beam | Fixed | 0 | 7 | 1962 | 0 | Unknown | 6 | 7 | 202 | 61.57 | 450 | 137.16 | 24 | 7.32 | https://historicbridges.org/alabama/lostcreek/little_lostcreek_6619_small.jpg | https://historicbridges.org/alabama/lostcreek/little_lostcreek_6619.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/lostcreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.636931,-87.251499 | ||||||||||
| 8004 | Camak Bridge | Camak Mills Bridge | This bridge, rare in Alabama, is noted as an intact and unaltered example of a Canton Bridge Company through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. | 33.908464 | -87.288182 | Country Club Road | Blackwater Creek | Rural | Walker County, Alabama | Alabama | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 1898 | 0 | Canton Bridge Company of Canton, Ohio | 7 | 8 | 100 | 30.48 | 170 | 51.82 | 12 | 3.66 | https://historicbridges.org/alabama/camakmills/little_zimg_20210224_064000_small.jpg | https://historicbridges.org/alabama/camakmills/little_zimg_20210224_064000.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/camakmills/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.908464,-87.288182 | ||||||||||
| 8005 | Whitesburg Bridge | Clement C. Clay Bridge | This is one of several surviving examples of a cantilever truss bridge along the Tennessee River in Alabama. The technical description of the main or most noteworthy span of the bridge is a 360 ft (109.73 m) metal continuous bolt-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 34.575433 | -86.568633 | US-231 and AL-53 (Southbound) | Tennessee River | Huntsville | Morgan County, Alabama and Madison County, Alabama | Alabama | United States | Metal | Warren | Bolt-Connected | Through | Truss | Fixed | 12 | Continuous | 3 | Metal | Stringer (Multi-Beam) | Fixed | 0 | Continuous | 0 | 1965 | 0 | Unknown | 6 | 7 | 360 | 109.73 | 2047 | 623.93 | 28 | 8.53 | https://historicbridges.org/alabama/whitesburg/little_whitesburg_0205_small.jpg | https://historicbridges.org/alabama/whitesburg/little_whitesburg_0205.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/whitesburg/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.575433,-86.568633 | ||||||||
| 8006 | Steamboat Bill Bridge | Captain William J. Hudson Memorial Bridge | Paired with a modern bridge, this continuous truss bridge displays an arched truss design with towers, a design unique to Alabama. The technical description of the main or most noteworthy span of the bridge is a 360 ft (109.73 m) metal continuous rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 34.612869 | -86.973487 | US-31, US-72 Alternate, and AL-20 (6th Avenue) | Tennessee River, Railroad, and Market Street | Decatur | Limestone County, Alabama and Morgan County, Alabama | Alabama | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 12 | Continuous | 3 | Metal | Stringer (Multi-Beam) | Fixed | 0 | Continuous | 20 | 1961 | 1997 | Unknown | 6 | 7 | 360 | 109.73 | 2502 | 762.61 | 30.2 | 9.2 | https://historicbridges.org/alabama/decatur/little_decatur_9955_6_7vib_small.jpg | https://historicbridges.org/alabama/decatur/little_decatur_9955_6_7vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/decatur/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.612869,-86.973487 | ||||||||
| 8007 | Memphis & Charleston Railroad Bridge | Old Railroad Bridge, Florence Railroad Bridge | This surviving approach system for a former railroad and highway combination bridge has been preserved as a pedestrian walkway. The technical description of the main or most noteworthy span of the bridge is a 115 ft (35.05 m) metal pin-connected Warren deck truss, fixed. The bridge was primarily built by Detroit Bridge and Iron Works of Detroit, Michigan. | 34.782748 | -87.668852 | Railroad (Rail-Trail) | Tennessee River | Sheffield and Florence | Lauderdale County, Alabama and Colbert County, Alabama | Alabama | United States | Metal | Warren | Pin-Connected | Deck | Truss | Fixed | 6 | 13 | Metal | Deck | Girder | Fixed | 0 | 1 | 1893 | 0 | Detroit Bridge and Iron Works of Detroit, Michigan | 7 | 7 | 115 | 35.05 | 1595 | 486.16 | 0 | 0 | https://historicbridges.org/alabama/florencerr/little_florencerr_7516_small.jpg | https://historicbridges.org/alabama/florencerr/little_florencerr_7516.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/florencerr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.782748,-87.668852 | |||||||||
| 8008 | ! | Clinton Bridge | Honorable William Everette Lewallen Memorial Bridge, Green Bridge | This bridge was noted for its highly unusual three span continuous truss unit where a central through truss span is flanked by deck truss spans. The technical description of the main or most noteworthy span of the bridge is a 224.6 ft (68.46 m) metal continuous rivet-connected Warren through truss, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. | 36.094309 | -84.132372 | US-25W (Old TN-9) | Clinch River and Riverside Drive | Clinton | Anderson County, Tennessee | Tennessee | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 8 | Continuous | 3 | Pre-Stressed Concrete | Girder | Fixed | 0 | 13 | 1939 | 2000 | Bethlehem Steel Company of Bethlehem, Pennsylvania | 8 | 8 | 224.6 | 68.46 | 983.3 | 299.71 | 0 | 0 | https://historicbridges.org/tennessee/tn_clinton/little_tn_clinton_1384_5_6vib_small.jpg | https://historicbridges.org/tennessee/tn_clinton/little_tn_clinton_1384_5_6vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/tn_clinton/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.094309,-84.132372 | ||||||||
| 8009 | US-72 Elk River Bridge | This traditional through truss bridge has been paired with a modern bridge, forming a one-way couplet. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 34.803589 | -87.230726 | US-72 (Eastbound) and AL-2 (Eastbound) (Lee Highway) | Elk River (Wheeler Reservoir) | Rural | Lauderdale County, Alabama and Limestone County, Alabama | Alabama | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 20 | 1936 | 0 | Unknown | 6 | 6 | 200 | 60.96 | 1582 | 482.19 | 23.6 | 7.19 | https://historicbridges.org/alabama/elkriverbridge/little_elkriverbridge_9412_small.jpg | https://historicbridges.org/alabama/elkriverbridge/little_elkriverbridge_9412.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/elkriverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.803589,-87.230726 | |||||||||||
| 8010 | Tallapoosa River Railroad Bridge | The lightweight members of this abandoned railroad truss bridge suggests it may be an older railroad bridge, perhaps as old as the 1880s. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 32.449477 | -85.897511 | Railroad (Abandoned Tallassee and Montgomery Railroad) | Tallapoosa River | Rural | Macon County, Alabama and Elmore County, Alabama | Alabama | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 2 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 0 | 0 | 0 | Unknown | 7 | 8 | 150 | 45.72 | 0 | 0 | 0 | 0 | https://historicbridges.org/alabama/tallapoosarr/little_tallapoosarr_3142_small.jpg | https://historicbridges.org/alabama/tallapoosarr/little_tallapoosarr_3142.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/tallapoosarr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.449477,-85.897511 | |||||||||||
| 8011 | Tuscaloosa Railroad Bridge | This unusual asymmetrical continuous through truss bridge replaced an earlier bridge dating to 1896-9. The technical description of the main or most noteworthy span of the bridge is a 275 ft (83.82 m) metal continuous rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 33.213722 | -87.576566 | Railroad (Kansas City Southern) | Black Warrior River | Tuscaloosa | Tuscaloosa County, Alabama | Alabama | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 0 | Continuous | 2 | Metal | Deck | Girder | Fixed | 0 | 0 | 1924 | 0 | American Bridge Company of New York, New York | 7 | 7 | 275 | 83.82 | 3600 | 1097.28 | 0 | 0 | https://historicbridges.org/alabama/tuscaloosa/little_tuscaloosa_5938_small.jpg | https://historicbridges.org/alabama/tuscaloosa/little_tuscaloosa_5938.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/tuscaloosa/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.213722,-87.576566 | |||||||||
| 8012 | Wheeler Dam Bridge | This bridge provides vehicular access over the Wheeler Dam and associated locks. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. | 34.806101 | -87.381882 | AL-101 | Tennessee River | Rural | Lawrence County, Alabama and Lauderdale County, Alabama | Alabama | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 2 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 143 | 1937 | 1962 | Unknown | 7 | 7 | 175 | 53.34 | 6500 | 1981.2 | 20 | 6.1 | https://historicbridges.org/alabama/wheelerdam/little_wheelerdam_9190_small.jpg | https://historicbridges.org/alabama/wheelerdam/little_wheelerdam_9190.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/wheelerdam/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.806101,-87.381882 | |||||||||||
| 8013 | Wilson Dam Bridge | This dam, a National Historic Landmark, features highway access over it via original concrete arch spans and a 1959 high level structure. The technical description of the main or most noteworthy span of the bridge is a 1512 ft (460.86 m) metal continuous deck girder, fixed. The bridge was primarily built by Unknown. | 34.802261 | -87.626209 | Wilson Dam Road | Tennessee River | Florence | Colbert County, Alabama and Lauderdale County, Alabama | Alabama | United States | Metal | Deck | Girder | Fixed | 0 | Continuous | 8 | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 78 | 1924 | 1959 | Unknown | 7 | 7 | 1512 | 460.86 | 4962 | 1512.42 | 20 | 6.1 | https://historicbridges.org/alabama/wilsondam/little_wilsondam_8389_small.jpg | https://historicbridges.org/alabama/wilsondam/little_wilsondam_8389.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/wilsondam/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.802261,-87.626209 | ||||||||||
| 8014 | Verbena Bridge | Abandoned and buried in the trees, this bridge is a rare example of the extremely unusual pony truss design used by the Roanoke Bridge Company. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Roanoke Bridge Company of Roanoke, Virginia. | 32.755165 | -86.513165 | US-31 (Abandoned Alignment) (CR-503, Abandoned Section) | Chestnut Creek | Verbena | Chilton County, Alabama | Alabama | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 0 | 1917 | 0 | Roanoke Bridge Company of Roanoke, Virginia | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/alabama/verbena/little_verbena_4621_small.jpg | https://historicbridges.org/alabama/verbena/little_verbena_4621.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/verbena/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.755165,-86.513165 | |||||||||||
| 8015 | Selma Railroad Bridge | This is a good example of a pin-connected railroad through truss swing bridge. The technical description of the main or most noteworthy span of the bridge is a 260 ft (79.25 m) metal pin-connected Camelback through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Unknown. | 32.403723 | -87.011237 | Railroad (CSX) | Alabama River | Selma | Dallas County, Alabama | Alabama | United States | Metal | Camelback | Pin-Connected | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 10 | 1 | Metal | Camelback | Pin-Connected | Through | Truss | 8 | 0 | 0 | 0 | Unknown | 7 | 7 | 260 | 79.25 | 1800 | 548.64 | 0 | 0 | https://historicbridges.org/alabama/selmarr/little_selmarr_5095_6_7vib_small.jpg | https://historicbridges.org/alabama/selmarr/little_selmarr_5095_6_7vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/selmarr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.403723,-87.011237 | ||||||||
| 8016 | Decatur Railroad Bridge | This bridge has been altered by the replacement of many spans with modern structures, but some of the fixed truss spans remain historic. The technical description of the main or most noteworthy span of the bridge is a 400 ft (121.92 m) metal bolt-connected Polygonal Warren through truss, movable: vertical lift. The bridge was primarily built by Unknown. | 34.618044 | -86.980797 | Railroad (CSX and Norfolk Southern) | Tennessee River | Decatur | Limestone County, Alabama and Morgan County, Alabama | Alabama | United States | Metal | Polygonal Warren | Bolt-Connected | Through | Truss | Movable: Vertical Lift | 12 | 1 | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 8 | 0 | 0 | Unknown | 6 | 6 | 400 | 121.92 | 1200 | 365.76 | 0 | 0 | https://historicbridges.org/alabama/decaturrr/little_decaturrr_9973_small.jpg | https://historicbridges.org/alabama/decaturrr/little_decaturrr_9973.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/decaturrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.618044,-86.980797 | ||||||||
| 8017 | Veterans Memorial Bridge | Beck Mill Bridge | This is a nice looking multi-span deck arch bridge that was bypassed and left in place. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Mitcham, Keller, Smith, and Land. | 31.595289 | -85.783082 | US-231 (Old Alignment) | Pea River | Rural | Dale County, Alabama | Alabama | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 1 | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 8 | 1921 | 0 | Unknown | Mitcham, Keller, Smith, and Land | 6 | 7 | 120 | 36.58 | 440 | 134.11 | 18 | 5.49 | https://historicbridges.org/alabama/peariver/little_peariver_2764_5_6vib_small.jpg | https://historicbridges.org/alabama/peariver/little_peariver_2764_5_6vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/peariver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.595289,-85.783082 | ||||||||
| 8018 | Cahaba Road Bridge | This traditional Pratt truss bridge was bypassed, perhaps in the 1970s, and abandoned. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 32.416644 | -87.038819 | Cahaba Road | Valley Creek | Selma | Dallas County, Alabama | Alabama | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/alabama/valleycreek/little_valleycreek_5827_small.jpg | https://historicbridges.org/alabama/valleycreek/little_valleycreek_5827.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/valleycreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.416644,-87.038819 | ||||||||||||||
| 8019 | CR-150 Driveway Bridge | Appearing to be an early example of a rivet-connected Warren pony truss bridge, this private bridge has been abandoned. The technical description of the main or most noteworthy span of the bridge is a 35 ft (10.67 m) metal rivet-connected Warren (No Verticals) pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on private property adjacent to a public road. | 40.615776 | -83.805012 | Private Drive | Local Drain | Rural | Hardin County, Ohio | Ohio | United States | This bridge is on private property adjacent to a public road. | Metal | Warren (No Verticals) | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 35 | 10.67 | 0 | 0 | 10.5 | 3.2 | https://historicbridges.org/ohio/jumpohio/little_rickimg_9206_small.jpg | https://historicbridges.org/ohio/jumpohio/little_rickimg_9206.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/jumpohio/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.615776,-83.805012 | |||||||||||||
| 8020 | Muchinippi Creek Private Bridge 2 | Hidden away in the middle of a field is this rare surviving example of a Smith Bridge Company pony truss with finials. The technical description of the main or most noteworthy span of the bridge is a 36 ft (10.97 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Smith Bridge Company of Toledo, Ohio. Special note about bridge location: This bridge is on private property. | 40.591735 | -83.951327 | Private Drive | Muchinippi Creek | Rural | Auglaize County, Ohio | Ohio | United States | This bridge is on private property. | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 0 | Smith Bridge Company of Toledo, Ohio | 7 | 7 | 36 | 10.97 | 36 | 10.97 | 0 | 0 | https://historicbridges.org/ohio/waynesfield1/little_rickimg_9284_small.jpg | https://historicbridges.org/ohio/waynesfield1/little_rickimg_9284.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/waynesfield1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.591735,-83.951327 | |||||||||||||
| 8021 | Muchinippi Creek Private Bridge 3 | This bridge is one of several abandoned pony truss bridges found along this creek on private property. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Smith Bridge Company of Toledo, Ohio. Special note about bridge location: This bridge is on private property. | 40.587847 | -83.951070 | Private Drive | Muchinippi Creek | Rural | Auglaize County, Ohio | Ohio | United States | This bridge is on private property. | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 0 | Smith Bridge Company of Toledo, Ohio | 6 | 6 | 30 | 9.14 | 30 | 9.14 | 0 | 0 | https://historicbridges.org/ohio/waynesfield2/little_rickimg_9367_small.jpg | https://historicbridges.org/ohio/waynesfield2/little_rickimg_9367.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/waynesfield2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.587847,-83.951070 | |||||||||||||
| 8022 | Mill Street South Railway Overpass | This is a traditional riveted plate girder overpass bridge with shallow curved ends. The technical description of the main or most noteworthy span of the bridge is a 67 ft (20.42 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 43.331314 | -79.888568 | Railroad (Canadian Pacific, Hamilton Subdivision) | Mill Street South | Hamilton (Waterdown) | Hamilton City, Ontario | Ontario | Canada | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1911 | 0 | Unknown | 5 | 5 | 67 | 20.42 | 67 | 20.42 | 0 | 0 | https://historicbridges.org/ontario/hamiltonsubdivisionmillstreetsouth/little_20201108_134528_small.jpg | https://historicbridges.org/ontario/hamiltonsubdivisionmillstreetsouth/little_20201108_134528.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/hamiltonsubdivisionmillstreetsouth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.331314,-79.888568 | ||||||||||||||||
| 8023 | Britt Station Bridge | KH-69 Still River Bridge | This is a rare and relatively late example of a riveted steel arch bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a 165 ft (50.29 m) metal hingeless Solid Ribbed deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Ontario Department of Highways. | 45.800565 | -80.536240 | KH-69 (Trans-Canada Highway) | Still River, Highway 526 (Britt Road/Riverside Drive), and Railroad (Canadian Pacific) | Rural | Parry Sound District, Ontario | Ontario | Canada | Metal | Solid Ribbed | Hingeless | Deck | Arch | Fixed | 14 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | Continuous | 4 | 1954 | 2018 | Unknown | Ontario Department of Highways | 6 | 7 | 165 | 50.29 | 379.6 | 115.7 | 0 | 0 | https://historicbridges.org/ontario/highway69brittstationbridge/little_20210209_171818_small.jpg | https://historicbridges.org/ontario/highway69brittstationbridge/little_20210209_171818.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/highway69brittstationbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.800565,-80.536240 | ||||||||
| 8024 | KH-69 Magnetawan River Bridge | This is a locally rare but also a very late example of a concrete arch bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 45.774601 | -80.497160 | KH-69 (Trans-Canada Highway) | Magnetawan River | Rural | Parry Sound District, Ontario | Ontario | Canada | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 1 | Concrete | Rigid-Frame | Fixed | 0 | 2 | 1959 | 1989 | Unknown | 6 | 7 | 90 | 27.43 | 170 | 51.82 | 0 | 0 | https://historicbridges.org/ontario/highway69magnetawanriverbridge/little_20210209_164948_small.jpg | https://historicbridges.org/ontario/highway69magnetawanriverbridge/little_20210209_164948.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/highway69magnetawanriverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.774601,-80.497160 | ||||||||||||
| 8025 | Highway 529 Bridge | This is an excellent example of a standard riveted pony truss bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Toronto, Ontario). | 45.672388 | -80.482404 | Highway 529 | Naiscoot River | Rural | Parry Sound District, Ontario | Ontario | Canada | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1937 | 2018 | Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Toronto, Ontario) | 6 | 6 | 90 | 27.43 | 130 | 39.62 | 0 | 0 | https://historicbridges.org/ontario/highway529naiscootriverbridge/little_20210209_153812_small.jpg | https://historicbridges.org/ontario/highway529naiscootriverbridge/little_20210209_153812.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/highway529naiscootriverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.672388,-80.482404 | |||||||||||
| 8026 | Elderslie Arran Line Bridge | This is an uncommon surviving example of a concrete through girder, also noted for its multi-span configuration. The technical description of the main or most noteworthy span of the bridge is a concrete through girder, fixed. The bridge was primarily built by Unknown. | 44.413456 | -81.103091 | Elderslie Arran Line | Sauble River | Arran-Elderslie | Bruce County, Ontario | Ontario | Canada | Concrete | Through | Girder | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/eldersliearranlinesaubleriverbridge/little_20210214_140927_small.jpg | https://historicbridges.org/ontario/eldersliearranlinesaubleriverbridge/little_20210214_140927.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/eldersliearranlinesaubleriverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.413456,-81.103091 | ||||||||||||||||
| 8027 | Old KH-11 South Kahshe River Bridge | This long-abandoned bridge appears to have been widened in-kind a long time ago. The technical description of the main or most noteworthy span of the bridge is a concrete t-beam, fixed. The bridge was primarily built by Unknown. | 44.817430 | -79.322924 | KH-11 (Abandoned Alignment) | South Kahshe River | Gravenhurst | Muskoka District, Ontario | Ontario | Canada | Concrete | T-Beam | Fixed | 0 | 3 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/oldhighway11southkahsheriver/little_20210101_162217_small.jpg | https://historicbridges.org/ontario/oldhighway11southkahsheriver/little_20210101_162217.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/oldhighway11southkahsheriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.817430,-79.322924 | |||||||||||||||||
| 8028 | Peasley Road Bridge | This long abandoned bridge is noted for its lightweight members and curved ends giving it an unusual appearance. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on private property. | 41.367630 | -82.309527 | Peasley Road | Chance Creek | Rural | Lorain County, Ohio | Ohio | United States | This bridge is on private property. | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/peasley/little_rickimg_9559_small.jpg | https://historicbridges.org/ohio/peasley/little_rickimg_9559.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/peasley/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.367630,-82.309527 | |||||||||||||
| 8029 | Rau Road Bridge | This bridge is an unaltered representative example of a Michigan State Highway Department railing, and also noted for crossing the highway via two bridges. The technical description of the main or most noteworthy span of the bridge is a 104 ft (31.7 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department (Michigan Department of State Highways). | 44.233427 | -84.213336 | Rau Road (CR-14) | I-75 | Rural | Ogemaw County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 0 | 0 | 1970 | 0 | Unknown | Michigan State Highway Department (Michigan Department of State Highways) | 2 | 3 | 104 | 31.7 | 178.8 | 54.5 | 35.8 | 10.91 | https://historicbridges.org/michigan/rauroad/little_sb_5360_small.jpg | https://historicbridges.org/michigan/rauroad/little_sb_5360.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/rauroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.233427,-84.213336 | ||||||||||||||||
| 8030 | ! | Atherley Narrows Railway Bridge | This is an abandoned swing bridge that is testimony to both the area's railway and water navigation history, yet is slated for demolition. The technical description of the main or most noteworthy span of the bridge is a 148 ft (45.11 m) metal through girder, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Unknown. | 44.604976 | -79.369522 | Railroad (Abandoned Canadian National) | Atherley Narrows (Lake Couchiching and Lake Simcoe) | Orillia | Simcoe County, Ontario | Ontario | Canada | Metal | Through | Girder | Movable: Swing | Rim Bearing Center Pier | 0 | 1 | Concrete | Slab | Fixed | 0 | 0 | 1920 | 1970 | Unknown | 6 | 7 | 148 | 45.11 | 430.5 | 131.22 | 14 | 4.27 | https://historicbridges.org/ontario/atherleynarrowsswing/little_20210101_123601_small.jpg | https://historicbridges.org/ontario/atherleynarrowsswing/little_20210101_123601.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/atherleynarrowsswing/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.604976,-79.369522 | |||||||||||
| 8031 | Pointe au Baril Railway Bridge | This is a decent sized plate girder bridge and a relatively old surviving structure in the area. The technical description of the main or most noteworthy span of the bridge is a 82 ft (24.99 m) metal deck girder, fixed. The bridge was primarily built by Unknown. | 45.596258 | -80.375685 | Railroad (Canadian Pacific) | South Shore Road (Highway 644) and Pointe au Baril Channel | The Archipelago (Pointe au Baril) | Parry Sound District, Ontario | Ontario | Canada | Metal | Deck | Girder | Fixed | 0 | 3 | 0 | 0 | 1910 | 0 | Unknown | 3 | 7 | 82 | 24.99 | 220 | 67.06 | 0 | 0 | https://historicbridges.org/ontario/cprailwaypointeaubarilbridge/little_20210209_145913_small.jpg | https://historicbridges.org/ontario/cprailwaypointeaubarilbridge/little_20210209_145913.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/cprailwaypointeaubarilbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.596258,-80.375685 | ||||||||||||||||
| 8032 | Hogg's Bridge | This is an uncommon multi-span river crossing that uses a rigid-frame construction. The technical description of the main or most noteworthy span of the bridge is a 63 ft (19.2 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 43.771639 | -81.309389 | Morris Road (CR-16) | Middle Maitland River | Rural | Huron County, Ontario | Ontario | Canada | Concrete | Rigid-Frame | Fixed | 0 | 3 | 0 | 0 | 1957 | 0 | Unknown | 5 | 5 | 63 | 19.2 | 200 | 60.96 | 0 | 0 | https://historicbridges.org/ontario/hoggsbridge/little_20210130_171935_small.jpg | https://historicbridges.org/ontario/hoggsbridge/little_20210130_171935.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/hoggsbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.771639,-81.309389 | |||||||||||||||||
| 8033 | Bronte Creek Railway Bridge | This is a classic example of a tower and girder style railway bridge. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. | 43.418908 | -79.810584 | Railroad (Canadian National, Halton Subdivision) | Bronte Creek (Twelve Mile Creek) | Burlington | Halton Region, Ontario | Ontario | Canada | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 0 | 0 | 525 | 160.02 | 0 | 0 | https://historicbridges.org/ontario/cnrailwayhaltonsubdivisionbrontecreek/little_20201108_114029_small.jpg | https://historicbridges.org/ontario/cnrailwayhaltonsubdivisionbrontecreek/little_20201108_114029.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/cnrailwayhaltonsubdivisionbrontecreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.418908,-79.810584 | ||||||||||||||||
| 8034 | Coldwater River Railway Bridge | This is a small, abandoned plate girder railway bridge. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. | 44.710694 | -79.644889 | Railroad (Canadian Pacific, Port McNicoll Subdivision) | Coldwater River | Coldwater (Severn Township) | Simcoe County, Ontario | Ontario | Canada | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/portmcnicollsubdivisoncoldwaterriver/little_20201114_120340_small.jpg | https://historicbridges.org/ontario/portmcnicollsubdivisoncoldwaterriver/little_20201114_120340.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/portmcnicollsubdivisoncoldwaterriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.710694,-79.644889 | ||||||||||||||||
| 8035 | Kett Road Bridge | This bridge is an example of an early small scale standard plan slab bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. | 44.750389 | -79.177528 | Kett Road | Head River | Rural | Kawartha Lakes City, Ontario | Ontario | Canada | Concrete | Slab | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/kettroad/little_20210101_135133_small.jpg | https://historicbridges.org/ontario/kettroad/little_20210101_135133.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/kettroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.750389,-79.177528 | |||||||||||||||||
| 8036 | Sgt. Aubrey Cosens VC Memorial Bridge | Latchford Bridge | This mid 20th century steel through arch bridge gained some unfortunate fame in 2003 due to a partial failure of the deck. The technical description of the main or most noteworthy span of the bridge is a 350 ft (106.68 m) metal two-hinged Solid Ribbed through arch, fixed. The bridge was primarily built by Unknown. | 47.322277 | -79.809974 | KH-11 (Trans-Canada Highway) | Montreal River | Latchford | Timiskaming District, Ontario | Ontario | Canada | Metal | Solid Ribbed | Two-Hinged | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1960 | 2005 | Unknown | 5 | 5 | 350 | 106.68 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/aubreycosensmemorialbridge/little_20200930_143610_small.jpg | https://historicbridges.org/ontario/aubreycosensmemorialbridge/little_20200930_143610.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/aubreycosensmemorialbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.322277,-79.809974 | |||||||||||||
| 8037 | McCarthy Street Bridge | This appears to be an early example of a concrete t-beam bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a concrete t-beam, fixed. The bridge was primarily built by Unknown. | 45.981986 | -79.363521 | McCarthy Street | Trout Creek | Powassan (Trout Creek) | Parry Sound District, Ontario | Ontario | Canada | Concrete | T-Beam | Fixed | 0 | 3 | 0 | 0 | 0 | 0 | Unknown | 5 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/mccarthystreetbridge/little_20200930_170824_small.jpg | https://historicbridges.org/ontario/mccarthystreetbridge/little_20200930_170824.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/mccarthystreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.981986,-79.363521 | |||||||||||||||||
| 8038 | Nottawasaga River Railway Bridge | This tower and girder style railway bridge has some alterations. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal deck girder, fixed. The bridge was primarily built by Unknown. | 44.280998 | -79.840459 | Railroad (Canadian Pacific) | Nottawasaga River | Rural | Simcoe County, Ontario | Ontario | Canada | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 75 | 22.86 | 675 | 205.74 | 0 | 0 | https://historicbridges.org/ontario/cprailwaynottawasagariverbridge/little_20200926_145302_small.jpg | https://historicbridges.org/ontario/cprailwaynottawasagariverbridge/little_20200926_145302.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/cprailwaynottawasagariverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.280998,-79.840459 | ||||||||||||||||
| 8039 | Queen Street Bridge | Structure D-201 | This concrete rigid-frame bridge is noted for its railing design and decorative light posts. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 44.077972 | -81.003639 | Queen Street (Concession Road 10 NDR) | Meux Creek | West Grey (Neustadt) | Grey County, Ontario | Ontario | Canada | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 65 | 19.81 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/neustadt/little_20200905_110110_small.jpg | https://historicbridges.org/ontario/neustadt/little_20200905_110110.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/neustadt/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.077972,-81.003639 | ||||||||||||||||
| 8040 | Concession Road 16 Bridge | This appears to be an early example of a small scale concrete slab bridge and its noted for its ornate railings. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. | 44.682917 | -81.068056 | Concession Road 16 | Hepworth Creek | Georgian Bluffs | Grey County, Ontario | Ontario | Canada | Concrete | Slab | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/keppelconc16/little_20200822_181702_small.jpg | https://historicbridges.org/ontario/keppelconc16/little_20200822_181702.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/keppelconc16/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.682917,-81.068056 | |||||||||||||||||
| 8041 | Red Deer Road East Bridge | This bridge appears to be a genuine wartime era Bailey truss bridge that has been placed on this road. The technical description of the main or most noteworthy span of the bridge is a metal double-truss, single-story Bailey pony truss, fixed. The bridge was primarily built by Unknown. | 48.594583 | -80.557028 | Red Deer Road East | Wabbler Creek | Black River-Matheson | Cochrane District, Ontario | Ontario | Canada | Metal | Bailey | Double-Truss, Single-Story | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/reddeerroadeastbridge/little_20200928_122336_small.jpg | https://historicbridges.org/ontario/reddeerroadeastbridge/little_20200928_122336.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/reddeerroadeastbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.594583,-80.557028 | ||||||||||||||
| 8042 | Marter Road 2 North Bridge | This uncommon double story Bailey truss appears to be composed of genuine Mark II model truss panels. The technical description of the main or most noteworthy span of the bridge is a metal double-truss, double-story Bailey pony truss, fixed. The bridge was primarily built by Unknown. | 47.858472 | -79.867778 | Marter Road 2 | Blanche River | Unorganized West Timiskaming District | Timiskaming District, Ontario | Ontario | Canada | Metal | Bailey | Double-Truss, Double-Story | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/marterroad2northbridge/little_20200927_170147_small.jpg | https://historicbridges.org/ontario/marterroad2northbridge/little_20200927_170147.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/marterroad2northbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.858472,-79.867778 | ||||||||||||||
| 8043 | Marter Road 2 South Bridge | This Bailey truss appears to be composed of genuine Mark II model truss panels. The technical description of the main or most noteworthy span of the bridge is a metal double-truss, single-story Bailey pony truss, fixed. The bridge was primarily built by Unknown. | 47.843639 | -79.868139 | Marter Road 2 | Crocodile Creek | Unorganized West Timiskaming District | Timiskaming District, Ontario | Ontario | Canada | Metal | Bailey | Double-Truss, Single-Story | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/marterroad2southbridge/little_20200927_172050_small.jpg | https://historicbridges.org/ontario/marterroad2southbridge/little_20200927_172050.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/marterroad2southbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.843639,-79.868139 | ||||||||||||||
| 8044 | 7th Avenue Bridge | This is a good example of a double-span rigid-frame bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 44.161167 | -81.033611 | 7th Avenue (CR-10) | Rocky Saugeen River | Hanover | Grey County, Ontario | Ontario | Canada | Concrete | Rigid-Frame | Fixed | 0 | 2 | 0 | 0 | 1960 | 1987 | Unknown | 4 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/7thhanover/little_20200905_142701_small.jpg | https://historicbridges.org/ontario/7thhanover/little_20200905_142701.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/7thhanover/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.161167,-81.033611 | |||||||||||||||||
| 8045 | South Simcoe Railway Overpass | This bridge's plate girders appear to have been replaced, but it retains an original riveted steel bent. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 44.060000 | -79.805361 | Railroad (Canadian Pacific) | Railroad (South Simcoe Railway) | New Techumseth | Simcoe County, Ontario | Ontario | Canada | Metal | Through | Girder | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | Unknown | 2 | 2 | 70 | 21.34 | 129 | 39.32 | 0 | 0 | https://historicbridges.org/ontario/cpsouthsimcoe/little_20200714_192505_small.jpg | https://historicbridges.org/ontario/cpsouthsimcoe/little_20200714_192505.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/cpsouthsimcoe/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.060000,-79.805361 | ||||||||||||||||
| 8046 | Northline Bridge | Although deteriorated, this is an unaltered example of a rural concrete rigid-frame bridge. The technical description of the main or most noteworthy span of the bridge is a 29.5 ft (8.99 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 44.207528 | -80.759667 | Northline | Saugeen River Creek Tributary | West Grey (Former Glenelg) | Grey County, Ontario | Ontario | Canada | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1954 | 0 | Unknown | 3 | 3 | 29.5 | 8.99 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/northerncreektrib/little_20200905_165349_small.jpg | https://historicbridges.org/ontario/northerncreektrib/little_20200905_165349.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/northerncreektrib/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.207528,-80.759667 | |||||||||||||||||
| 8047 | Blair Stone Arch Bridge | Bowman Creek Culvert | This locally rare stone arch bridge has been abandoned and is deteriorating. The technical description of the main or most noteworthy span of the bridge is a stone deck arch, fixed. The bridge was primarily built by Unknown. | 43.385541 | -80.389724 | Blair Road (Abandoned Alignment) | Bowman Creek | Cambridge (Blair) | Waterloo Region, Ontario | Ontario | Canada | Stone | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/blairstonearch/little_20200824_192546_small.jpg | https://historicbridges.org/ontario/blairstonearch/little_20200824_192546.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/blairstonearch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.385541,-80.389724 | |||||||||||||||
| 8048 | Duffy's Lane Bridge | This concrete rigid-frame bridge is noted for its unusual railings which have only been observed on a small number of bridges in Ontario. The technical description of the main or most noteworthy span of the bridge is a concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 43.936778 | -79.840361 | Duffy's Lane | Upper Humber River | Caledon | Peel Region, Ontario | Ontario | Canada | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/duffyslaneupperhumber/little_20200815_180417_small.jpg | https://historicbridges.org/ontario/duffyslaneupperhumber/little_20200815_180417.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/duffyslaneupperhumber/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.936778,-79.840361 | |||||||||||||||||
| 8049 | Mulock Road Styx River Bridge | Structure B-006 | This is a older surviving example of a concrete rigid-frame bridge. The technical description of the main or most noteworthy span of the bridge is a concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 44.263833 | -80.932639 | Mulock Road | Styx River | West Grey (Former Bentinck) | Grey County, Ontario | Ontario | Canada | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1935 | 0 | Unknown | 4 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/mulockstyx/little_20200905_161211_small.jpg | https://historicbridges.org/ontario/mulockstyx/little_20200905_161211.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/mulockstyx/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.263833,-80.932639 | ||||||||||||||||
| 8050 | Shantz Station Road Railway Overpass | This small plate girder overpass is noted for its large stone abutments. The technical description of the main or most noteworthy span of the bridge is a 33 ft (10.06 m) metal deck girder, fixed. The bridge was primarily built by Unknown. | 43.493417 | -80.374861 | Railroad (Canadian Pacific) (Galt Subdivion) | Shantz Station Road (RR-30) | Woolwich Township | Waterloo Region, Ontario | Ontario | Canada | Metal | Deck | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 4 | 33 | 10.06 | 33 | 10.06 | 0 | 0 | https://historicbridges.org/ontario/shantzstation/little_20200824_185928_small.jpg | https://historicbridges.org/ontario/shantzstation/little_20200824_185928.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/shantzstation/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.493417,-80.374861 | ||||||||||||||||
| 8051 | Grand River Railway Bridge | This fairly large plate girder bridge has some alterations of its concrete piers. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal deck girder, fixed. The bridge was primarily built by Unknown. | 43.478361 | -80.422333 | Railroad (Go (Kitchener Line), Via-Rail, and Former Grand Trunk Railway) | Grand River | Kitchener | Waterloo Region, Ontario | Ontario | Canada | Metal | Deck | Girder | Fixed | 0 | 4 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 100 | 30.48 | 412 | 125.58 | 0 | 0 | https://historicbridges.org/ontario/gotrainviarailkitchenergrandriver/little_20200920_121531_small.jpg | https://historicbridges.org/ontario/gotrainviarailkitchenergrandriver/little_20200920_121531.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/gotrainviarailkitchenergrandriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.478361,-80.422333 | ||||||||||||||||
| 8052 | Hespeler Railway Bridge | This is a plate girder bridge is decent size also noted for its stone substructure that may be from a previous bridge. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal deck girder, fixed. The bridge was primarily built by Unknown. | 43.430139 | -80.315750 | Railroad (Canadian Pacific) (Galt Subdivion) | Speed River | Cambridge (Hespeler) | Waterloo Region, Ontario | Ontario | Canada | Metal | Deck | Girder | Fixed | 0 | 8 | 0 | 0 | 0 | 0 | Unknown | 5 | 6 | 50 | 15.24 | 406 | 123.75 | 0 | 0 | https://historicbridges.org/ontario/hespelerrail/little_20200911_191932_small.jpg | https://historicbridges.org/ontario/hespelerrail/little_20200911_191932.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/hespelerrail/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.430139,-80.315750 | ||||||||||||||||
| 8053 | Mud Slough Bridge | This railroad swing bridge is a hidden secret that is best discovered by boat. The technical description of the main or most noteworthy span of the bridge is a 132 ft (40.23 m) metal through girder, movable: swing, Center Pier. The bridge was primarily built by Unknown. | 37.469265 | -121.974010 | Railroad (Union Pacific) | Mud Slough | Fremont | Alameda County, California | United States | Metal | Through | Girder | Movable: Swing | Center Pier | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | Unknown | 4 | 4 | 132 | 40.23 | 820 | 249.94 | 0 | 0 | https://historicbridges.org/california/mudslough/little_dscn0809_small.jpg | https://historicbridges.org/california/mudslough/little_dscn0809.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/mudslough/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.469265,-121.974010 | ||||||||||||
| 8054 | Rockledge Road Bridge | River Drive Bridge | This is an outstanding example of a Parker truss built by a noted in-state builder. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Nelson and Buchanan of Chambersburg, Pennsylvania. | 40.585045 | -76.080288 | Rockledge Road (River Drive, TR-706) | Schuylkill River | Auburn | Schuylkill County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1903 | 0 | Nelson and Buchanan of Chambersburg, Pennsylvania | 7 | 7 | 150 | 45.72 | 152 | 46.33 | 17.4 | 5.3 | https://historicbridges.org/pennsylvania/rockledgeroad/little_rockledgeroad_21_small.jpg | https://historicbridges.org/pennsylvania/rockledgeroad/little_rockledgeroad_21.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rockledgeroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.585045,-76.080288 | |||||||||||||
| 8055 | Landingville Bridge | Bridge Number 119 | This is a good unaltered example of a concrete arch bridge of county design. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by John Maguire. | 40.628597 | -76.124566 | Main Street (PA-2011) | Schuylkill River | Landingville | Schuylkill County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1923 | 1990 | John Maguire | 5 | 5 | 70 | 21.34 | 146 | 44.5 | 20.3 | 6.19 | https://historicbridges.org/pennsylvania/bridge119landingville/little_bridge119landingville_3_small.jpg | https://historicbridges.org/pennsylvania/bridge119landingville/little_bridge119landingville_3.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge119landingville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.628597,-76.124566 | ||||||||||||||
| 8056 | Athens Railroad Bridge | This multi-span railroad bridge is noted for its curved layout and skew resulting in unusual truss design. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. | 41.957416 | -76.526041 | Railroad (Norfolk Southern) (Former Lehigh Valley Railroad) | Chemung River | Athens | Bradford County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 7 | 5 | 0 | 0 | 1916 | 0 | Phoenix Bridge Company of Phoenixville, Pennsylvania | 7 | 7 | 120 | 36.58 | 602 | 183.49 | 0 | 0 | https://historicbridges.org/pennsylvania/lvrr_chemung/little_lvrroverchemungriver_26_small.jpg | https://historicbridges.org/pennsylvania/lvrr_chemung/little_lvrroverchemungriver_26.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/lvrr_chemung/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.957416,-76.526041 | ||||||||||||||
| 8057 | Lehigh Gorge Trail Railroad Overpass | This skewed railroad over railroad overpass bridge is noted for its distinctive portal bracing. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Unknown. | 40.875820 | -75.758264 | Railroad (Central Railroad of New Jersey) and Lehigh Gorge Trail | Railroad (Lehigh Valley) | Rural | Carbon County, Pennsylvania | Pennsylvania | United States | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 12 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 8 | 140 | 42.67 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/readingandnorthernoverlvrr/little_readingnorthern11-14-2020_124_small.jpg | https://historicbridges.org/pennsylvania/readingandnorthernoverlvrr/little_readingnorthern11-14-2020_124.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/readingandnorthernoverlvrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.875820,-75.758264 | ||||||||||||||
| 8058 | Crosstown Parkway Bridge | This simple culvert bridge is noted for its custom-designed type R4 railings which feature a "K" in them for Kalamazoo. The technical description of the main or most noteworthy span of the bridge is a 9.8 ft (2.99 m) corrugated multi-plate culvert, fixed. The bridge was primarily built by Unknown. | 42.282767 | -85.578808 | Crosstown Parkway | Portage Creek | Kalamazoo | Kalamazoo County, Michigan | Michigan | United States | Corrugated Multi-Plate | Culvert | Fixed | 0 | 2 | 0 | 0 | 1965 | 0 | Unknown | 1 | 3 | 9.8 | 2.99 | 30 | 9.14 | 44 | 13.41 | https://historicbridges.org/michigan/crosstown/little_img_20210502_114235_small.jpg | https://historicbridges.org/michigan/crosstown/little_img_20210502_114235.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/crosstown/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.282767,-85.578808 | |||||||||||||||||
| 8059 | Strasburg Pike Bridge | This is a traditional concrete deck arch bridge. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by J. Miller Eshleman of Landisville, Pennsylvania. | 39.994860 | -76.204251 | Strasburg Pike (PA-2029) | Pequea Creek | West Lampeter | Lancaster County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1926 | 0 | J. Miller Eshleman of Landisville, Pennsylvania | 4 | 4 | 80 | 24.38 | 80 | 24.38 | 20 | 6.1 | https://historicbridges.org/pennsylvania/strasburgpike/little_strasburgpike9_small.jpg | https://historicbridges.org/pennsylvania/strasburgpike/little_strasburgpike9.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/strasburgpike/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.994860,-76.204251 | |||||||||||||||
| 8060 | Ironstone Bridge | This small concrete arch bridge is noted as a very early surviving example of its type in the region. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Willauer and Company. | 40.320360 | -75.652380 | Farmington Avenue (PA-2040) | Ironstone Creek | Douglass | Berks County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1907 | 0 | Willauer and Company | 6 | 8 | 50 | 15.24 | 50 | 15.24 | 20 | 6.1 | https://historicbridges.org/pennsylvania/ironstonebridge/little_ironstonebridge7_small.jpg | https://historicbridges.org/pennsylvania/ironstonebridge/little_ironstonebridge7.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/ironstonebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.320360,-75.652380 | |||||||||||||||
| 8061 | Farmington Avenue Railroad Overpass | This is a small, traditional deck plate girder overpass. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. | 40.320660 | -75.652480 | Railroad (Colebrookdale Railroad) | Farmington Avenue (PA-2040) | Douglass | Berks County, Pennsylvania | Pennsylvania | United States | Metal | Deck | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 1 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/farmingtonave/little_farmingtonave1_small.jpg | https://historicbridges.org/pennsylvania/farmingtonave/little_farmingtonave1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/farmingtonave/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.320660,-75.652480 | ||||||||||||||||
| 8062 | Pine Forge Railroad Bridge | This deck plate girder bridge is actually more significant for its rare and handsome elliptical stone arch approach spans. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. | 40.282530 | -75.685610 | Railroad (Colebrookdale Railroad) | Manatawny Creek and Pine Forge Road | Pine Forge | Berks County, Pennsylvania | Pennsylvania | United States | Metal | Deck | Girder | Fixed | 0 | 2 | Stone | Elliptical | Deck | Arch | 0 | 2 | 0 | 0 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/pineforgerdmanatawnycr/little_pineforgeroad3_small.jpg | https://historicbridges.org/pennsylvania/pineforgerdmanatawnycr/little_pineforgeroad3.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pineforgerdmanatawnycr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.282530,-75.685610 | ||||||||||||
| 8063 | Simmons Road Bridge | This is a traditional example of a stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a 17 ft (5.18 m) stone Segmental deck arch, fixed. The bridge was primarily built by James M. Smith. | 40.286960 | -75.495220 | Simmons Road | Scioto Creek | Lower Frederick Township | Montgomery County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1915 | 0 | James M. Smith | 6 | 6 | 17 | 5.18 | 38 | 11.58 | 19.7 | 6 | https://historicbridges.org/pennsylvania/simmonsroad/little_simmonsroad11_small.jpg | https://historicbridges.org/pennsylvania/simmonsroad/little_simmonsroad11.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/simmonsroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.286960,-75.495220 | |||||||||||||||
| 8064 | Darby Creek Viaduct | This is a traditional tower and girder style railroad bridge. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. | 39.931650 | -75.283570 | Railroad (SEPTA, Media/Elwyn Line) | Darby Creek and Scottdale Road | Lansdowne and Clifton Heights | Delaware County, Pennsylvania | Pennsylvania | United States | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | 0 | 0 | Unknown | 4 | 4 | 0 | 0 | 333 | 101.5 | 0 | 0 | https://historicbridges.org/pennsylvania/darbycreekviaduct/little_darbycreekviaduct2_small.jpg | https://historicbridges.org/pennsylvania/darbycreekviaduct/little_darbycreekviaduct2.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/darbycreekviaduct/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.931650,-75.283570 | ||||||||||||||||
| 8065 | Ridley Creek Viaduct | This is a traditional tower and girder style railroad bridge. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. | 39.914870 | -75.402180 | Railroad (SEPTA, Media/Elwyn Line) | Ridley Creek and Ridley Creek Road | Media | Delaware County, Pennsylvania | Pennsylvania | United States | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | 0 | 0 | Unknown | 4 | 4 | 0 | 0 | 680 | 207.26 | 0 | 0 | https://historicbridges.org/pennsylvania/ridleycreekviaduct/little_ridleycreekviaduct2_small.jpg | https://historicbridges.org/pennsylvania/ridleycreekviaduct/little_ridleycreekviaduct2.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/ridleycreekviaduct/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.914870,-75.402180 | ||||||||||||||||
| 8066 | Pequea Lane Bridge | This is an uncommon multi-span example of a concrete through girder. The technical description of the main or most noteworthy span of the bridge is a 38 ft (11.58 m) concrete through girder, fixed. The bridge was primarily built by Ferro-Concrete Construction Company of Harrisburg, Pennsylvania. | 40.013246 | -76.120787 | Pequea Lane (Meadow Lane, TR-491) | Pequea Creek | Paradise | Lancaster County, Pennsylvania | Pennsylvania | United States | Concrete | Through | Girder | Fixed | 0 | 3 | 0 | 0 | 1923 | 0 | Ferro-Concrete Construction Company of Harrisburg, Pennsylvania | 6 | 6 | 38 | 11.58 | 118 | 35.97 | 20 | 6.1 | https://historicbridges.org/pennsylvania/pequealanebridge/little_pequealanebridge4_small.jpg | https://historicbridges.org/pennsylvania/pequealanebridge/little_pequealanebridge4.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pequealanebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.013246,-76.120787 | ||||||||||||||||
| 8067 | Concord Road Bridge | This small stone arch bridge has suffered from modern alteration with concrete. The technical description of the main or most noteworthy span of the bridge is a 26 ft (7.92 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 39.880620 | -75.511950 | Concord Road | Chester Creek | Concord | Delaware County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1898 | 1990 | Unknown | 3 | 3 | 26 | 7.92 | 30 | 9.14 | 27 | 8.23 | https://historicbridges.org/pennsylvania/concordroad/little_concordroad4_small.jpg | https://historicbridges.org/pennsylvania/concordroad/little_concordroad4.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/concordroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.880620,-75.511950 | |||||||||||||||
| 8068 | Wawa Road Culvert | This is a tiny stone culvert. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by George Wood. | 39.895350 | -75.465470 | Wawa Road | Unnamed Creek | Chester Heights | Delaware County, Pennsylvania | Pennsylvania | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1916 | 0 | George Wood | 2 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/wawaroad/little_wawaroad3_small.jpg | https://historicbridges.org/pennsylvania/wawaroad/little_wawaroad3.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/wawaroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.895350,-75.465470 | |||||||||||||||
| 8069 | Grove Mill Road Bridge | This is an unaltered example of a 1920s concrete t-beam bridge. The technical description of the main or most noteworthy span of the bridge is a 47 ft (14.33 m) concrete t-beam, fixed. The bridge was primarily built by W. H. Drawbaugh of Dover, Pennsylvania. | 39.766250 | -76.516820 | Grove Mill Road | South Branch Muddy Creek | Fawn | York County, Pennsylvania | Pennsylvania | United States | Concrete | T-Beam | Fixed | 0 | 1 | 0 | 0 | 1925 | 0 | W. H. Drawbaugh of Dover, Pennsylvania | 1 | 2 | 47 | 14.33 | 61 | 18.59 | 19 | 5.79 | https://historicbridges.org/pennsylvania/grovemillrd/little_grovemillrd5_small.jpg | https://historicbridges.org/pennsylvania/grovemillrd/little_grovemillrd5.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/grovemillrd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.766250,-76.516820 | |||||||||||||||||
| 8070 | Union Church Road Bridge | This is a traditional example of a stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) stone Segmental deck arch, fixed. The bridge was primarily built by Francis Geesey. The bridge was primarily designed by Charles A. Williams of Jacobus, Pennsylvania. | 39.798900 | -76.550220 | Union Church Road | Rambo Run Tributary | East Hopewell | York County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1912 | 0 | Francis Geesey | Charles A. Williams of Jacobus, Pennsylvania | 5 | 5 | 30 | 9.14 | 34 | 10.36 | 13 | 3.96 | https://historicbridges.org/pennsylvania/unionchurchrd/little_unionchurchrd13_small.jpg | https://historicbridges.org/pennsylvania/unionchurchrd/little_unionchurchrd13.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/unionchurchrd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.798900,-76.550220 | ||||||||||||||
| 8071 | Maryland Avenue Bridge | This is a classic example of a concrete deck arch bridge. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Ed Daylor of Coatesville, Pennsylvania. | 39.732040 | -75.580470 | Maryland Avenue (DE-4) | Little Mill Creek | Wilmington | New Castle County, Delaware | Delaware | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1931 | 1983 | Ed Daylor of Coatesville, Pennsylvania | 4 | 6 | 50 | 15.24 | 50 | 15.24 | 48 | 14.63 | https://historicbridges.org/delaware/marylandavenuebridge/little_marylandavebridge4_small.jpg | https://historicbridges.org/delaware/marylandavenuebridge/little_marylandavebridge4.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=delaware/marylandavenuebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.732040,-75.580470 | |||||||||||||||
| 8072 | Brackenville Road Bridge | Despite alteration, this bridge remains significant as a very old stone arch bridge in Delaware. The technical description of the main or most noteworthy span of the bridge is a 21 ft (6.4 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 39.775340 | -75.690050 | Brackenville Road | Mill Creek | Brookhill Farms | New Castle County, Delaware | Delaware | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1846 | 1996 | Unknown | 5 | 7 | 21 | 6.4 | 21 | 6.4 | 26 | 7.92 | https://historicbridges.org/delaware/brackenvilleroadbridge/little_brackenvilleroadbridge1_small.jpg | https://historicbridges.org/delaware/brackenvilleroadbridge/little_brackenvilleroadbridge1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=delaware/brackenvilleroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.775340,-75.690050 | |||||||||||||||
| 8073 | Old Lancaster Pike Bridge | This small bridge is the oldest stone arch bridge in Delaware The technical description of the main or most noteworthy span of the bridge is a 12 ft (3.66 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 39.779050 | -75.680370 | Old Lancaster Pike (Former Newport-Gap Turnpike) | Mill Creek Tributary | Hockessin | New Castle County, Delaware | Delaware | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1811 | 0 | Unknown | 6 | 8 | 12 | 3.66 | 12 | 3.66 | 26 | 7.92 | https://historicbridges.org/delaware/oldlancasterpikebridge/little_oldlancasterpikebridge8_small.jpg | https://historicbridges.org/delaware/oldlancasterpikebridge/little_oldlancasterpikebridge8.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=delaware/oldlancasterpikebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.779050,-75.680370 | |||||||||||||||
| 8074 | Snuff Mill Road Bridge | This steel stringer bridge is significant for its stone facing, which was designed to harmonize with a nearby property. The technical description of the main or most noteworthy span of the bridge is a 32.2 ft (9.81 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Olivere Paving and Construction Company of Wilmington, Delaware. | 39.820210 | -75.644820 | Snuff Mill Road | Barrow's Run | Yorklyn | New Castle County, Delaware | Delaware | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1939 | 2004 | Olivere Paving and Construction Company of Wilmington, Delaware | 4 | 6 | 32.2 | 9.81 | 36 | 10.97 | 24 | 7.32 | https://historicbridges.org/delaware/snuffmillroadbridge/little_snuffmillroadbridge10_small.jpg | https://historicbridges.org/delaware/snuffmillroadbridge/little_snuffmillroadbridge10.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=delaware/snuffmillroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.820210,-75.644820 | |||||||||||||||||
| 8075 | Octoraro Creek Railroad Bridge | This is a long abandoned railroad deck plate girder with a stone arch approach. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. | 39.660660 | -76.148530 | Railroad (Abandoned) | Octoraro Creek | Rural | Cecil County, Maryland | Maryland | United States | Metal | Deck | Girder | Fixed | 0 | 0 | Stone | Deck | Arch | Fixed | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/maryland/octorarolineoveroctorarocreek1/little_octorarolineoveroctorarocreek12_small.jpg | https://historicbridges.org/maryland/octorarolineoveroctorarocreek1/little_octorarolineoveroctorarocreek12.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/octorarolineoveroctorarocreek1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.660660,-76.148530 | ||||||||||||
| 8076 | Octoraro Creek Railroad Bridge | This abandoned railroad bridge passes under another larger high level railroad bridge. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works). | 39.659970 | -76.153000 | Railroad (Abandoned) | Octoraro Creek | Rural | Cecil County, Maryland | Maryland | United States | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | 1901 | 0 | A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works) | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/maryland/octorarolineoveroctorarocreek2/little_octorarolineoveroctorarocreek22_small.jpg | https://historicbridges.org/maryland/octorarolineoveroctorarocreek2/little_octorarolineoveroctorarocreek22.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/octorarolineoveroctorarocreek2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.659970,-76.153000 | ||||||||||||||||
| 8077 | Octoraro Creek Railroad Bridge | This concrete arch railroad bridge is hidden away in a wooded setting. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 39.659900 | -76.153460 | Railroad (Norfolk Southern) | Octoraro Creek | Rural | Cecil County, Maryland | Maryland | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 4 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 530 | 161.54 | 26 | 7.92 | https://historicbridges.org/maryland/portroadlineoveroctorarocreek/little_portroadlineoveroctorarocreek2_small.jpg | https://historicbridges.org/maryland/portroadlineoveroctorarocreek/little_portroadlineoveroctorarocreek2.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/portroadlineoveroctorarocreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.659900,-76.153460 | |||||||||||||||
| 8078 | Conowingo Creek Railroad Bridge | This is a low level example of a multi-span concrete railroad bridge. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 39.682710 | -76.197060 | Railroad (Norfolk Southern) | Conowingo Creek | Rural | Cecil County, Maryland | Maryland | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 5 | 0 | 0 | 1927 | 0 | Unknown | 6 | 6 | 0 | 0 | 350 | 106.68 | 0 | 0 | https://historicbridges.org/maryland/portroadlineoverconowingocreek/little_portroadlineoverconowingocreek1_small.jpg | https://historicbridges.org/maryland/portroadlineoverconowingocreek/little_portroadlineoverconowingocreek1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/portroadlineoverconowingocreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.682710,-76.197060 | |||||||||||||||
| 8079 | Pequea Creek Railroad Bridge | This is a stone arch railroad bridge, and it has some modest concrete alterations. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 40.043310 | -76.196000 | Railroad (Amtrak) | Pequea Creek and Mill Creek Road | Rural | Lancaster County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 4 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 250 | 76.2 | 0 | 0 | https://historicbridges.org/pennsylvania/prrstoneviaductoverpequeacrk/little_prrstoneviaductoverpequeacreek3_small.jpg | https://historicbridges.org/pennsylvania/prrstoneviaductoverpequeacrk/little_prrstoneviaductoverpequeacreek3.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/prrstoneviaductoverpequeacrk/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.043310,-76.196000 | |||||||||||||||
| 8080 | Muddy Creek Road Bridge | Sitting on stone substructure of a previous bridge is this fairly early surviving example of a pre-stressed concrete bridge. The technical description of the main or most noteworthy span of the bridge is a 29 ft (8.84 m) pre-stressed concrete box beam, fixed. The bridge was primarily built by Unknown. | 39.802010 | -76.476310 | Muddy Creek Road | South Branch Muddy Creek | Rural | York County, Pennsylvania | Pennsylvania | United States | Pre-Stressed Concrete | Box Beam | Fixed | 0 | 2 | 0 | 0 | 1954 | 0 | Unknown | 2 | 2 | 29 | 8.84 | 58 | 17.68 | 13.5 | 4.11 | https://historicbridges.org/pennsylvania/muddycreekrd2/little_muddycreekrd210_small.jpg | https://historicbridges.org/pennsylvania/muddycreekrd2/little_muddycreekrd210.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/muddycreekrd2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.802010,-76.476310 | |||||||||||||||||
| 8081 | Conestoga River Bridge | This plate girder bridge features a riveted span at one end and an apparently newer welded plate girder of similar design at the other end. The technical description of the main or most noteworthy span of the bridge is a 86 ft (26.21 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 40.051200 | -76.276340 | Access Road | Conestoga River | Rural | Lancaster County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 3 | 0 | 0 | 0 | 0 | Unknown | 1 | 1 | 86 | 26.21 | 208 | 63.4 | 0 | 0 | https://historicbridges.org/pennsylvania/conestogariverwaterworksbridge/little_conestogarvrwaterworksbridge7_small.jpg | https://historicbridges.org/pennsylvania/conestogariverwaterworksbridge/little_conestogarvrwaterworksbridge7.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/conestogariverwaterworksbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.051200,-76.276340 | ||||||||||||||||
| 8082 | Water Street Bridge | Although altered this tiny concrete arch bridge contributes to a historic district. The technical description of the main or most noteworthy span of the bridge is a 39 ft (11.89 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 39.793620 | -76.732880 | Water Street | South Branch Codorus Creek | Glen Rock | York County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1915 | 0 | Unknown | 5 | 5 | 39 | 11.89 | 42 | 12.8 | 30.8 | 9.39 | https://historicbridges.org/pennsylvania/glenrockwaterst/little_glenrockwaterst1_small.jpg | https://historicbridges.org/pennsylvania/glenrockwaterst/little_glenrockwaterst1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/glenrockwaterst/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.793620,-76.732880 | |||||||||||||||
| 8083 | Ironstone Creek Railroad Bridge | This is a small trestle style timber railroad bridge. The technical description of the main or most noteworthy span of the bridge is a wood stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 40.286060 | -75.684070 | Railroad (Colebrookdale Railroad) | Ironstone Creek | Rural | Berks County, Pennsylvania | Pennsylvania | United States | Wood | Stringer (Multi-Beam) | Fixed | 0 | 0 | 0 | 0 | 0 | 0 | Unknown | 4 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/ironstonecreektrestle/little_ironstonecreek3_small.jpg | https://historicbridges.org/pennsylvania/ironstonecreektrestle/little_ironstonecreek3.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/ironstonecreektrestle/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.286060,-75.684070 | |||||||||||||||||
| 8084 | Grist Mill Road Railroad Overpass | This overpass bridge comes in the form of a timber trestle style bridge. The technical description of the main or most noteworthy span of the bridge is a wood stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 40.292620 | -75.681420 | Railroad (Colebrookdale Railroad) | Grist Mill Road | Rural | Berks County, Pennsylvania | Pennsylvania | United States | Wood | Stringer (Multi-Beam) | Fixed | 0 | 0 | 0 | 0 | 0 | 0 | Unknown | 4 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/gristmillroadtrestle/little_gristmillrdtrestle1_small.jpg | https://historicbridges.org/pennsylvania/gristmillroadtrestle/little_gristmillrdtrestle1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/gristmillroadtrestle/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.292620,-75.681420 | |||||||||||||||||
| 8085 | Old Trolley Line Bridge | This tiny stone arch bridge is a remnant for a former trolley line. The technical description of the main or most noteworthy span of the bridge is a stone and brick Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 39.969186 | -75.671253 | Old Trolley Line | Unnamed Creek | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Stone and Brick | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/wcdtowntrolley/little_elaine_wcdtowntrolley006_small.jpg | https://historicbridges.org/pennsylvania/wcdtowntrolley/little_elaine_wcdtowntrolley006.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/wcdtowntrolley/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.969186,-75.671253 | |||||||||||||||
| 8086 | Stony Run Bridge | This is a small but unaltered stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 40.149505 | -75.530877 | Railroad (Schuykill River Rail-Trail) | Stony Run | East Pikeland Township | Chester County, Pennsylvania | Pennsylvania | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/srtspringcity/little_elaine_srtspringcity007_small.jpg | https://historicbridges.org/pennsylvania/srtspringcity/little_elaine_srtspringcity007.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/srtspringcity/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.149505,-75.530877 | |||||||||||||||
| 8087 | Patoka Railroad Bridge | This is a late example of a traditional riveted railroad bridge with latticed and v-laced built-up members. The technical description of the main or most noteworthy span of the bridge is a 155 ft (47.24 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 38.401483 | -87.587209 | Railroad (CSX) | Patoka River and River Road | Patoka | Gibson County, Indiana | Indiana | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 7 | 1948 | 0 | American Bridge Company of New York, New York | 5 | 6 | 155 | 47.24 | 270 | 82.3 | 0 | 0 | https://historicbridges.org/indiana/patokarailroad/little_patokarailroad_0707_8_9v_small.jpg | https://historicbridges.org/indiana/patokarailroad/little_patokarailroad_0707_8_9v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/patokarailroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.401483,-87.587209 | ||||||||||
| 8088 | National Road Deer Creek Bridge | Putnam County Bridge 237 | Although buried behind many trees and nearly impossible to view, this is an impressive remnant of the historic National Road. The technical description of the main or most noteworthy span of the bridge is a 75.5 ft (23.01 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Edward F. Smith of Indianapolis, Indiana. The bridge was primarily designed by Indiana State Highway Commission. | 39.578203 | -86.846846 | CR 550 South (Old US-40, Historic National Road) | Deer Creek | Rural | Putnam County, Indiana | Indiana | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 4 | 0 | 0 | 1925 | 2004 | Edward F. Smith of Indianapolis, Indiana | Indiana State Highway Commission | 6 | 7 | 75.5 | 23.01 | 277 | 84.43 | 20 | 6.1 | https://historicbridges.org/indiana/deercreekbridgeoldus40/little_deercreekbridgeoldus-40_5633a_small.jpg | https://historicbridges.org/indiana/deercreekbridgeoldus40/little_deercreekbridgeoldus-40_5633a.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/deercreekbridgeoldus40/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.578203,-86.846846 | |||||||||||||
| 8089 | CR-470 East Bridge | This is a small but unaltered example of a concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 56.4 ft (17.19 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 39.672047 | -87.146859 | CR-470 East | Strangers Branch | Rural | Parke County, Indiana | Indiana | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1910 | 0 | Unknown | 6 | 6 | 56.4 | 17.19 | 83.7 | 25.51 | 15.7 | 4.79 | https://historicbridges.org/indiana/strangersbranch500e4bridge/little_strangersbranch500e4bridge_5879_80_81r_small.jpg | https://historicbridges.org/indiana/strangersbranch500e4bridge/little_strangersbranch500e4bridge_5879_80_81r.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/strangersbranch500e4bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.672047,-87.146859 | |||||||||||||||
| 8090 | IN-42 Doe Creek Bridge | This traditional deck arch bridge is in a scenic location. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Indiana State Highway Commission. | 39.469092 | -86.842019 | IN-42 | Doe Creek | Rural | Owen County, Indiana | Indiana | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1939 | 0 | Unknown | Indiana State Highway Commission | 6 | 6 | 70 | 21.34 | 148 | 45.11 | 24 | 7.32 | https://historicbridges.org/indiana/doecreekin42bridge/little_doecreekin42bridge_4334_5_6v_small.jpg | https://historicbridges.org/indiana/doecreekin42bridge/little_doecreekin42bridge_4334_5_6v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/doecreekin42bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.469092,-86.842019 | ||||||||||||||
| 8091 | Tower Road Bridge | This is a small scale standard concrete arch bridge in Indiana. The technical description of the main or most noteworthy span of the bridge is a 37 ft (11.28 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 39.430226 | -86.753005 | Tower Road (CR-100 East) | Branch Mill Creek | Rural | Owen County, Indiana | Indiana | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1940 | 0 | Unknown | 5 | 5 | 37 | 11.28 | 42 | 12.8 | 20 | 6.1 | https://historicbridges.org/indiana/millgrovebranchmillcreekbridge/little_millgrovebranchmillcreekbridge_4988a_small.jpg | https://historicbridges.org/indiana/millgrovebranchmillcreekbridge/little_millgrovebranchmillcreekbridge_4988a.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/millgrovebranchmillcreekbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.430226,-86.753005 | |||||||||||||||
| 8093 | Lake Monroe Railroad Bridge | Sanford Railroad Bridge | This railroad bascule bridge continues to carry many trains and also operates frequently for boats. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Warren through truss, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Unknown. | 28.837750 | -81.324644 | Railroad (CSX, Amtrak, SunRail) | St. Johns River (Lake Monroe) | Sanford | Seminole County, Florida and Volusia County, Florida | Florida | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Single Leaf Bascule | Rolling Lift | 4 | 1 | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 120 | 36.58 | 560 | 170.69 | 0 | 0 | https://historicbridges.org/florida/stjohnslakemonroerr/little_marc_stjohnsrdraw__houseworkedon2_small.jpg | https://historicbridges.org/florida/stjohnslakemonroerr/little_marc_stjohnsrdraw__houseworkedon2.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/stjohnslakemonroerr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=28.837750,-81.324644 | ||||||||
| 8094 | Old Cypress Creek Road Bridge | A remnant of a more rural past in this now-developed region is this Luten arch bridge. The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 28.188123 | -82.403399 | Old Cypress Creek Road | Cypress Creek | Land O' Lakes | Pasco County, Florida | Florida | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1925 | 0 | Unknown | 5 | 5 | 64 | 19.51 | 64 | 19.51 | 18.7 | 5.7 | https://historicbridges.org/florida/cypress/little_marc_oldcypresscreek29_small.jpg | https://historicbridges.org/florida/cypress/little_marc_oldcypresscreek29.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/cypress/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=28.188123,-82.403399 | |||||||||||||||
| 8095 | Crystal Springs Road Bridge | This is a notable multi-span and unaltered example of a Luten bridge in Florida. The technical description of the main or most noteworthy span of the bridge is a 43.3 ft (13.2 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Luten Bridge Company of York, Pennsylvania. The bridge was primarily designed by J. W. Turner. | 28.185747 | -82.184036 | Crystal Springs Road | Hillsborough River | Crystal Springs | Pasco County, Florida | Florida | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 4 | 0 | 0 | 1923 | 0 | Luten Bridge Company of York, Pennsylvania | J. W. Turner | 6 | 8 | 43.3 | 13.2 | 160 | 48.77 | 18.7 | 5.7 | https://historicbridges.org/florida/crystalsprings/little_marc_zephyrhills18_small.jpg | https://historicbridges.org/florida/crystalsprings/little_marc_zephyrhills18.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/crystalsprings/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=28.185747,-82.184036 | ||||||||||||||
| 8096 | Lake Monroe Bridge | Although this large swing bridge was replaced and its approach spans demolished, the swing span was preserved as a fishing pier. The technical description of the main or most noteworthy span of the bridge is a 235 ft (71.63 m) metal rivet-connected Warren through truss, movable: swing, Center Pier. The bridge was primarily built by Ingalls Iron Works of Birmingham, Alabama and Verona, Pennsylvania. | 28.837005 | -81.324093 | US-17 (Abandoned Alignment) (Fishing Pier) | St. Johns River (Lake Monroe) | Sanford | Seminole County, Florida and Volusia County, Florida | Florida | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Swing | Center Pier | 0 | 1 | 0 | 0 | 1933 | 1994 | Ingalls Iron Works of Birmingham, Alabama and Verona, Pennsylvania | 6 | 8 | 235 | 71.63 | 627 | 191.11 | 24 | 7.32 | https://historicbridges.org/florida/lakemonroe/little_lkmonroeswing_66_small.jpg | https://historicbridges.org/florida/lakemonroe/little_lkmonroeswing_66.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/lakemonroe/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=28.837005,-81.324093 | |||||||||||||
| 8097 | Fulton Road Bridge | This is a relatively early example of a pre-stressed box beam bridge in Michigan. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) pre-stressed concrete box beam, fixed. The bridge was primarily built by Raff and Dexter of Lansing, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 42.032128 | -85.351878 | Fulton Road | Nottawa Creek (Nottawassepee River) | Rural | St. Joseph County, Michigan | Michigan | United States | Pre-Stressed Concrete | Box Beam | Fixed | 0 | 2 | 0 | 0 | 1958 | 0 | Raff and Dexter of Lansing, Michigan | Michigan State Highway Department | 2 | 2 | 40 | 12.19 | 79.7 | 24.29 | 30 | 9.14 | https://historicbridges.org/michigan/fultonroadstjoseph/little_jasonholloway-20210505_113944_small.jpg | https://historicbridges.org/michigan/fultonroadstjoseph/little_jasonholloway-20210505_113944.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/fultonroadstjoseph/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.032128,-85.351878 | ||||||||||||||||
| 8098 | Pennsylvania Railroad Schuylkill Valley Branch Railroad Bridge No. 83.40 | This is a truss and girder bridge that includes a railroad over railroad truss span and girder spans over the river. The technical description of the main or most noteworthy span of the bridge is a 165 ft (50.29 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 40.588842 | -76.076108 | Railroad (Schuylkill River Railroad) | Schuylkill River and Railroad (Reading, Blue Mountain and Northern Railroad) | Auburn | Schuylkill County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 165 | 50.29 | 500 | 152.4 | 0 | 0 | https://historicbridges.org/pennsylvania/prrschuylkillvalleybranchtrussgirdersrt/little_prrtrussgirdersrt4_small.jpg | https://historicbridges.org/pennsylvania/prrschuylkillvalleybranchtrussgirdersrt/little_prrtrussgirdersrt4.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/prrschuylkillvalleybranchtrussgirdersrt/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.588842,-76.076108 | ||||||||||
| 8099 | Schuylkill River Railroad Bridge | This bridge appears to have had a long history of repairs, with some stone piers and other piers of brick. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. | 40.589374 | -76.075738 | Railroad (Reading, Blue Mountain, and Northern) | Schuylkill River | Auburn | Schuylkill County, Pennsylvania | Pennsylvania | United States | Concrete | Slab | Fixed | 0 | 0 | 0 | 0 | 0 | 0 | Unknown | 1 | 1 | 0 | 0 | 240 | 73.15 | 0 | 0 | https://historicbridges.org/pennsylvania/rbmnrrthechutesschuylkillriver/little_prrrthechutes16_small.jpg | https://historicbridges.org/pennsylvania/rbmnrrthechutesschuylkillriver/little_prrrthechutes16.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rbmnrrthechutesschuylkillriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.589374,-76.075738 | |||||||||||||||||
| 8100 | Washington Road Railroad Overpass | This is an extremely rare example of a stone arch bridge with pierced circular openings. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Gustavus A. Nicolls. | 40.428789 | -75.959609 | Railroad (Reading, Blue Mountain, and Northern) | Schuylkill River Tributary and Washington Road | Rural | Berks County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 0 | 0 | 0 | 0 | 0 | Unknown | Gustavus A. Nicolls | 8 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/rbmnwashingtonroad/little_rbmnwashingtonroad2_small.jpg | https://historicbridges.org/pennsylvania/rbmnwashingtonroad/little_rbmnwashingtonroad2.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rbmnwashingtonroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.428789,-75.959609 | ||||||||||||||
| 8101 | Matthew E. Welsh Bridge | Mauckport Bridge, Brandenburg Bridge | Built in the decade of transition away from riveted construction, this bridge leaned toward the future with its all-welded and bolted design. The technical description of the main or most noteworthy span of the bridge is a 725 ft (220.98 m) metal bolt-connected Modified Warren (Subdivided) through truss, fixed. The bridge was primarily built by R. E. Dailey Construction Company of Detroit, Michigan. | 38.016729 | -86.197331 | KY-79 and IN-135 | Ohio River and 2nd Street | Mauckport and Brandenburg | Harrison County, Indiana and Meade County, Kentucky | Indiana and Kentucky | United States | Metal | Modified Warren (Subdivided) | Bolt-Connected | Through | Truss | Fixed | 20 | 2 | Metal | Stringer (Multi-Beam) | Fixed | 0 | Continuous | 12 | 1966 | 1997 | R. E. Dailey Construction Company of Detroit, Michigan | 5 | 5 | 725 | 220.98 | 3098.2 | 944.33 | 28 | 8.53 | https://historicbridges.org/indiana/mauckport/little_mauckport_9174a_small.jpg | https://historicbridges.org/indiana/mauckport/little_mauckport_9174a.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/mauckport/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.016729,-86.197331 | |||||||||
| 8102 | Elliston Railroad Bridge | Bloomfield Railroad Bridge | This is a traditional railroad deck truss bridge. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by American Bridge Works of Chicago, Illinois. | 39.025386 | -86.967547 | Railroad (Indiana Railroad) | White River | Elliston | Greene County, Indiana | Indiana | United States | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 7 | 2 | Metal | Deck | Girder | Fixed | 0 | 0 | 1906 | 1915 | American Bridge Works of Chicago, Illinois | 6 | 6 | 150 | 45.72 | 1493 | 455.07 | 10 | 3.05 | https://historicbridges.org/indiana/ellistonrailroadbridge/little_ellistonrailroadbridge_8813_4_5v_small.jpg | https://historicbridges.org/indiana/ellistonrailroadbridge/little_ellistonrailroadbridge_8813_4_5v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/ellistonrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.025386,-86.967547 | |||||||||
| 8103 | Montezuma Railroad Bridge | This railroad bridge, converted for pedestrian use, is visible south of the highway bridge in Montezuma. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 39.781659 | -87.374301 | Railroad (Rail-Trail) | Wabash River | Montezuma | Parke County, Indiana, and Vermillion County, Indiana | Indiana | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | Metal | Through | Girder | Fixed | 0 | 4 | 0 | 0 | Unknown | 6 | 6 | 150 | 45.72 | 820 | 249.94 | 0 | 0 | https://historicbridges.org/indiana/montezumarr/little_montezumarr_6638_39_40v_small.jpg | https://historicbridges.org/indiana/montezumarr/little_montezumarr_6638_39_40v.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/montezumarr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.781659,-87.374301 | ||||||||||
| 8104 | Johnstown Railroad Bridge | This abandoned traditional railroad through truss bridge is visible from the nearby highway bridge. The technical description of the main or most noteworthy span of the bridge is a 155 ft (47.24 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 39.169381 | -87.005311 | Railroad (Abandoned Evansville, Indianapolis and Terre Haute Railroad) | Eel River | Johnstown | Owen County, Indiana and Greene County, Indiana | Indiana | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1921 | 0 | Unknown | 5 | 5 | 155 | 47.24 | 155 | 47.24 | 0 | 0 | https://historicbridges.org/indiana/johnstownrailroadbridge/little_johnstownrailroadbridge_8189a_small.jpg | https://historicbridges.org/indiana/johnstownrailroadbridge/little_johnstownrailroadbridge_8189a.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/johnstownrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.169381,-87.005311 | ||||||||||||||
| 8105 | US-9W Moodna Creek Bridge | This standard two span pony truss bridge of state design. The technical description of the main or most noteworthy span of the bridge is a 115 ft (35.05 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by New York State Department of Public Works. | 41.459008 | -74.023669 | US-9W | Moodna Creek | New Windsor | Orange County, New York | New York | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 8 | 2 | 0 | 0 | 1932 | 1983 | Unknown | New York State Department of Public Works | 5 | 5 | 115 | 35.05 | 237 | 72.24 | 40 | 12.19 | https://historicbridges.org/newyork/us9wmoodnacreekbridge/little_us9wmoodnacreekbridge_8104_5_6vib_small.jpg | https://historicbridges.org/newyork/us9wmoodnacreekbridge/little_us9wmoodnacreekbridge_8104_5_6vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/us9wmoodnacreekbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.459008,-74.023669 | |||||||||||||
| 8106 | Broadway Bridge | This is an example of the highly unusual curved plate girder bridges built as overpasses on this railroad line. The technical description of the main or most noteworthy span of the bridge is a 53.8 ft (16.4 m) metal curved chord through girder, fixed. The bridge was primarily built by Unknown. | 40.968539 | -73.717146 | Broadway | Railroad (Metro-North New Haven Line) | Harrison | Westchester County, New York | New York | United States | Metal | Curved Chord Through | Girder | Fixed | 0 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 1 | 1887 | 0 | Unknown | 7 | 7 | 53.8 | 16.4 | 65 | 19.81 | 22 | 6.71 | https://historicbridges.org/newyork/broadwaybridgeharrison/little_broadwaybridgeharrison_7864_5_6vib_small.jpg | https://historicbridges.org/newyork/broadwaybridgeharrison/little_broadwaybridgeharrison_7864_5_6vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/broadwaybridgeharrison/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.968539,-73.717146 | |||||||||||||
| 8107 | West Street Bridge | This is an example of the highly unusual curved plate girder bridges built as overpasses on this railroad line. The technical description of the main or most noteworthy span of the bridge is a 51.8 ft (15.79 m) metal curved chord through girder, fixed. The bridge was primarily built by Unknown. | 40.964731 | -73.723890 | West Street | Railroad (Metro-North New Haven Line) | Harrison | Westchester County, New York | New York | United States | Metal | Curved Chord Through | Girder | Fixed | 0 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 1 | 1887 | 0 | Unknown | 7 | 7 | 51.8 | 15.79 | 66 | 20.12 | 30 | 9.14 | https://historicbridges.org/newyork/weststreet/little_weststreet_7759_small.jpg | https://historicbridges.org/newyork/weststreet/little_weststreet_7759.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/weststreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.964731,-73.723890 | |||||||||||||
| 8108 | Culver Viaduct | As an elevated section of an elevated section of the New York Subway, it is hard to define a start and end to this long, bridge-like structure. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 40.674025 | -73.996553 | Railroad (New York Subway, F Line and G Line) | Gowanus Canal and Various Roads | New York | Brooklyn, New York | New York | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 0 | 0 | 0 | 1933 | 0 | Unknown | 6 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/culverviaduct/little_culverviaduct_0400_small.jpg | https://historicbridges.org/newyork/culverviaduct/little_culverviaduct_0400.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/culverviaduct/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.674025,-73.996553 | ||||||||||||||
| 8109 | 4th Avenue 9th Street Station Bridge | This subway station is essentially also a large overpass bridge, and it features a beautiful arch-like facade that conceals the truss span within. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Camelback through truss, fixed. The bridge was primarily built by Unknown. | 40.669941 | -73.989086 | Railroad (New York Subway, F Line and G Line) | 4th Avenue | New York | Brooklyn, New York | New York | United States | Metal | Camelback | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1933 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/4thave9thstreetstationbridge/little_4thave9thstreetstationbridge_0244_small.jpg | https://historicbridges.org/newyork/4thave9thstreetstationbridge/little_4thave9thstreetstationbridge_0244.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/4thave9thstreetstationbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.669941,-73.989086 | ||||||||||||||
| 8110 | Park Avenue Viaduct | Pershing Square Viaduct, Grand Central Terminal Bridge | This beautiful bridge was built as an integral part of the famous Grand Central Terminal. The technical description of the main or most noteworthy span of the bridge is a 224 ft (68.28 m) metal hingeless Solid Ribbed deck arch, fixed. The bridge was primarily built by Terry and Tench of New York, New York. The bridge was primarily designed by Warren and Wetmore of New York, New York and Clifford M. Pinckney . | 40.752052 | -73.977726 | Park Avenue | 41st Street and 42nd Street | New York | Manhattan, New York | New York | United States | Metal | Solid Ribbed | Hingeless | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1919 | 0 | Terry and Tench of New York, New York | Warren and Wetmore of New York, New York and Clifford M. Pinckney | 8 | 8 | 224 | 68.28 | 658.2 | 200.62 | 35 | 10.67 | https://historicbridges.org/newyork/parkavenueviaductgrandcentral/little_parkavenueviaductgrandcentral_5638_39_40vib_small.jpg | https://historicbridges.org/newyork/parkavenueviaductgrandcentral/little_parkavenueviaductgrandcentral_5638_39_40vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/parkavenueviaductgrandcentral/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.752052,-73.977726 | ||||||||||||
| 8111 | Wappingers Falls Bridge | This attractive stone arch bridge contributes to a historic district. The technical description of the main or most noteworthy span of the bridge is a 54.8 ft (16.7 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 41.599287 | -73.920198 | NY-9D (Main Street) | Wappinger Creek | Wappingers Falls | Dutchess County, New York | New York | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1884 | 0 | Unknown | 7 | 7 | 54.8 | 16.7 | 120 | 36.58 | 34.8 | 10.61 | https://historicbridges.org/newyork/wappingersfalls/little_wappingersfalls_7378_79_80vr_small.jpg | https://historicbridges.org/newyork/wappingersfalls/little_wappingersfalls_7378_79_80vr.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/wappingersfalls/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.599287,-73.920198 | |||||||||||||||
| 8112 | Wappingers Falls Flume | Wappingers Falls Penstock Bridge | This unusual bridge structure carries a massive riveted pipe over the creek. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 41.598719 | -73.920570 | Pipeline | Wappinger Creek | Wappingers Falls | Dutchess County, New York | New York | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1910 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/wappingersfallsflume/little_wappingersfallsflume_7483_small.jpg | https://historicbridges.org/newyork/wappingersfallsflume/little_wappingersfallsflume_7483.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/wappingersfallsflume/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.598719,-73.920570 | |||||||||||||
| 8113 | County House Road Bridge | Bridge E-105 | This is a traditional example of a fixed through truss on the Erie Canal. The technical description of the main or most noteworthy span of the bridge is a 148 ft (45.11 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Owego Bridge Company of Owego, New York. | 43.065968 | -77.043853 | County House Road | Erie Canal (New York State Barge Canal) | Rural | Wayne County, New York | New York | United States | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1914 | 1986 | Owego Bridge Company of Owego, New York | 6 | 6 | 148 | 45.11 | 151 | 46.02 | 14 | 4.27 | https://historicbridges.org/newyork/countyhouse/little_a18dblewrn_small.jpg | https://historicbridges.org/newyork/countyhouse/little_a18dblewrn.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/countyhouse/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.065968,-77.043853 | |||||||||||||
| 8114 | Walworth Road Bridge | Yellow Mills Bridge, Bridge E-119 | This is a traditional example of a fixed through truss on the Erie Canal. The technical description of the main or most noteworthy span of the bridge is a 148 ft (45.11 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by I.M. Ludington's Sons Inc. of Rochester, New York. | 43.063639 | -77.258141 | Walworth Road | Erie Canal (New York State Barge Canal) | Rural | Wayne County, New York | New York | United States | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1911 | 1990 | I.M. Ludington's Sons Inc. of Rochester, New York | 6 | 6 | 148 | 45.11 | 151 | 46.02 | 14 | 4.27 | https://historicbridges.org/newyork/walworthroad/little_img_3246_small.jpg | https://historicbridges.org/newyork/walworthroad/little_img_3246.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/walworthroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.063639,-77.258141 | |||||||||||||
| 8115 | Bonta Bridge | Bridge E-81 | This is one of the largest fixed truss bridges over the Erie Canal and is noted for its two different truss types. The technical description of the main or most noteworthy span of the bridge is a 197 ft (60.05 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Baltimore Bridge Company of Baltimore, Maryland and M. Fitzgerald. | 43.076854 | -76.514346 | Bonta Bridge Road (CR-14B) | Seneca River (Erie Canal, New York State Barge Canal) | Brutus | Cayuga County, New York | New York | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 2 | 1912 | 2017 | Baltimore Bridge Company of Baltimore, Maryland and M. Fitzgerald | 8 | 8 | 197 | 60.05 | 471 | 143.56 | 14 | 4.27 | https://historicbridges.org/newyork/bontabridge/little_img_3690_small.jpg | https://historicbridges.org/newyork/bontabridge/little_img_3690.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/bontabridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.076854,-76.514346 | |||||||
| 8116 | Creager's Bridge | Lyons-Marengo Road Bridge, Bridge E-96 | This bridge is a less common Pennsylvania though truss variety of fixed truss bridge built over the Erie Canal. The technical description of the main or most noteworthy span of the bridge is a 181 ft (55.17 m) metal rivet-connected Parker arch, fixed. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania. | 43.031877 | -76.953737 | Lyons-Marengo Road (CR-334) (Cole Road) | Erie Canal (New York State Barge Canal) | Galen | Wayne County, New York | New York | United States | Metal | Parker | Rivet-Connected | Arch | Fixed | 10 | 1 | Pre-Stressed Concrete | Box Beam | Fixed | 0 | 2 | 1909 | 1988 | Penn Bridge Company of Beaver Falls, Pennsylvania | 7 | 7 | 181 | 55.17 | 236 | 71.93 | 14 | 4.27 | https://historicbridges.org/newyork/lyonsmarengoroad/little_img_3511_small.jpg | https://historicbridges.org/newyork/lyonsmarengoroad/little_img_3511.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/lyonsmarengoroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.031877,-76.953737 | |||||||||||
| 8117 | East Avenue Bridge | Bridge E-110 | This is a Baltimore truss bridge, which was less commonly used over the Erie Canal than other truss types. The technical description of the main or most noteworthy span of the bridge is a 148 ft (45.11 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Owego Bridge Company of Owego, New York. | 43.047505 | -77.092595 | East Avenue | Erie Canal (New York State Barge Canal) | Newark | Wayne County, New York | New York | United States | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 12 | 1 | 0 | 0 | 1914 | 1999 | Owego Bridge Company of Owego, New York | 6 | 6 | 148 | 45.11 | 151 | 46.02 | 18.4 | 5.61 | https://historicbridges.org/newyork/newarkeastavenue/little_img_3377_small.jpg | https://historicbridges.org/newyork/newarkeastavenue/little_img_3377.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/newarkeastavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.047505,-77.092595 | |||||||||||||
| 8118 | Galloway Road Bridge | Galloway's Bridge, Bridge E-115 | Alterations have reduced this bridge to another standard example of a Double-Warren span over the Erie Canal, but this bridge once had a pony truss span too. The technical description of the main or most noteworthy span of the bridge is a 148 ft (45.11 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Owego Bridge Company of Owego, New York. | 43.066180 | -77.181376 | Galloway Road | Erie Canal (New York State Barge Canal) and Canalway Trail | Rural | Wayne County, New York | New York | United States | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Pre-Stressed Concrete | Box Beam | Fixed | 0 | 1 | 1912 | 1988 | Owego Bridge Company of Owego, New York | 6 | 6 | 148 | 45.11 | 232 | 70.71 | 14 | 4.27 | https://historicbridges.org/newyork/gallowayroad/little_aswiftlndg_small.jpg | https://historicbridges.org/newyork/gallowayroad/little_aswiftlndg.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/gallowayroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.066180,-77.181376 | ||||||||||
| 8119 | Port Gibson Bridge | Bridge E-114 | This is a traditional example of a fixed through truss on the Erie Canal. The technical description of the main or most noteworthy span of the bridge is a 148 ft (45.11 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Owego Bridge Company of Owego, New York. | 43.040829 | -77.154308 | Port Gibson Road | Erie Canal (New York State Barge Canal) | Port Gibson | Wayne County, New York | New York | United States | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1912 | 1986 | Owego Bridge Company of Owego, New York | 6 | 6 | 148 | 45.11 | 151 | 46.02 | 14.8 | 4.51 | https://historicbridges.org/newyork/portgibson/little_img_3342_small.jpg | https://historicbridges.org/newyork/portgibson/little_img_3342.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/portgibson/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.040829,-77.154308 | |||||||||||||
| 8120 | Marshall Road Bridge | Bridge E-212 | This is a traditional example of a fixed through truss on the Erie Canal. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by J.B. and J.M. Cornell Company of Cold Spring, New York and Empire Engineering of New York, New York. | 43.222139 | -78.420877 | Marshall Road | Erie Canal (New York State Barge Canal) and Canalway Trail | Medina | Orleans County, New York | New York | United States | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Concrete | Slab | Fixed | 0 | 2 | 1909 | 0 | J.B. and J.M. Cornell Company of Cold Spring, New York and Empire Engineering of New York, New York | 6 | 6 | 150 | 45.72 | 191 | 58.22 | 14.8 | 4.51 | https://historicbridges.org/newyork/marshallroad/little_img_3843_small.jpg | https://historicbridges.org/newyork/marshallroad/little_img_3843.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/marshallroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.222139,-78.420877 | ||||||||||
| 8121 | Howland Island Road Bridge | Bridge E-86 | This is one of the largest fixed truss bridges over the Erie Canal and is noted for its two different truss types. The technical description of the main or most noteworthy span of the bridge is a 158 ft (48.16 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Lupfer and Remick of Buffalo, New York. | 43.067571 | -76.668077 | Howland Island Road (CR-139) | Seneca River (Erie Canal, New York State Barge Canal) | Rural | Cayuga County, New York | New York | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 2 | 1913 | 1952 | Lupfer and Remick of Buffalo, New York | 8 | 8 | 158 | 48.16 | 410 | 124.97 | 15 | 4.57 | https://historicbridges.org/newyork/howland/little_img_3566_small.jpg | https://historicbridges.org/newyork/howland/little_img_3566.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/howland/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.067571,-76.668077 | |||||||
| 8122 | Mosquito Point Bridge | NY-38 Bridge, Bridge E-85 | This is one of the youngest truss bridges over the Erie Canal. The technical description of the main or most noteworthy span of the bridge is a 220 ft (67.06 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. | 43.079426 | -76.644749 | NY-38 (Conquest Road) | Seneca River (Erie Canal, New York State Barge Canal) | Rural | Cayuga County, New York | New York | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1964 | 0 | Unknown | 5 | 4 | 220 | 67.06 | 366 | 111.56 | 28.2 | 8.6 | https://historicbridges.org/newyork/ny38bridge/little_img_3547_small.jpg | https://historicbridges.org/newyork/ny38bridge/little_img_3547.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ny38bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.079426,-76.644749 | ||||||||||
| 8123 | Horan Road Bridge | Bridge E-209 | This is one of two unusual Erie Canal bridges in Medina that used pin-connections and Baltimore trusses instead of riveted connections. The technical description of the main or most noteworthy span of the bridge is a 226.7 ft (69.1 m) metal pin-connected Baltimore through truss, fixed. The bridge was primarily built by Unknown. | 43.222760 | -78.381292 | Horan Road | Erie Canal (New York State Barge Canal) | Medina | Orleans County, New York | New York | United States | Metal | Baltimore | Pin-Connected | Through | Truss | Fixed | 12 | 1 | 0 | 0 | 1914 | 1998 | Unknown | 7 | 7 | 226.7 | 69.1 | 229 | 69.8 | 14.8 | 4.51 | https://historicbridges.org/newyork/horanmedina/little_img_3748_small.jpg | https://historicbridges.org/newyork/horanmedina/little_img_3748.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/horanmedina/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.222760,-78.381292 | |||||||||||||
| 8124 | Glenwood Avenue Bridge | Bridge E-210 | This is one of two unusual Erie Canal bridges in Medina that used pin-connections and Baltimore trusses instead of riveted connections. The technical description of the main or most noteworthy span of the bridge is a 177.8 ft (54.19 m) metal pin-connected Baltimore through truss, fixed. The bridge was primarily built by Unknown. | 43.223953 | -78.387620 | Glenwood Avenue | Erie Canal (New York State Barge Canal) | Medina | Orleans County, New York | New York | United States | Metal | Baltimore | Pin-Connected | Through | Truss | Fixed | 12 | 1 | 0 | 0 | 1914 | 1998 | Unknown | 7 | 7 | 177.8 | 54.19 | 180 | 54.86 | 16.4 | 5 | https://historicbridges.org/newyork/medinaglenwood/little_img_3796_small.jpg | https://historicbridges.org/newyork/medinaglenwood/little_img_3796.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/medinaglenwood/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.223953,-78.387620 | |||||||||||||
| 8125 | Leach Street Bridge | Bridge E-101 | This bridge features a through truss and a plate girder. The technical description of the main or most noteworthy span of the bridge is a 136 ft (41.45 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Fort Pitt Bridge Works of Pittsburgh, Pennsylvania and Lathrop, Shea, and Henwood Company of Buffalo, New York. | 43.062067 | -76.996525 | Leach Street | Erie Canal (New York State Barge Canal) | Lyons | Wayne County, New York | New York | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Through | Girder | Fixed | 0 | 1 | 1919 | 1990 | Fort Pitt Bridge Works of Pittsburgh, Pennsylvania and Lathrop, Shea, and Henwood Company of Buffalo, New York | 6 | 6 | 136 | 41.45 | 218 | 66.45 | 17.7 | 5.39 | https://historicbridges.org/newyork/lyonsleach/little_img_3456_small.jpg | https://historicbridges.org/newyork/lyonsleach/little_img_3456.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/lyonsleach/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.062067,-76.996525 | |||||||||
| 8126 | Newark Railroad Bridge | Bridge 16.90, Bridge E-109 | This abandoned traditional railroad truss bridge has had its approaches removed. The technical description of the main or most noteworthy span of the bridge is a 176 ft (53.64 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. | 43.047189 | -77.087246 | Railroad (Abandoned Pennsylvania Railroad) | Erie Canal (New York State Barge Canal) | Newark | Wayne County, New York | New York | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 0 | 0 | Phoenix Bridge Company of Phoenixville, Pennsylvania | 6 | 6 | 176 | 53.64 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/newarkrailroad/little_img_3395_small.jpg | https://historicbridges.org/newyork/newarkrailroad/little_img_3395.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/newarkrailroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.047189,-77.087246 | |||||||||||||
| 8127 | CSX Erie Canal Railroad Bridge | New York Central Erie Canal Railroad Bridge, Bridge E-106 | This bridge is noted for its heavy skew, Baltimore truss configuration, and three truss line arrangement. The technical description of the main or most noteworthy span of the bridge is a 164 ft (49.99 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Unknown. | 43.058138 | -77.058964 | Railroad (CSX) | Erie Canal (New York State Barge Canal) | Rural | Wayne County, New York | New York | United States | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 12 | 1 | 0 | 0 | 1901 | 0 | Unknown | 7 | 7 | 164 | 49.99 | 164 | 49.99 | 0 | 0 | https://historicbridges.org/newyork/newarkrailroad2/little_img_3413_small.jpg | https://historicbridges.org/newyork/newarkrailroad2/little_img_3413.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/newarkrailroad2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.058138,-77.058964 | |||||||||||||
| 8128 | Lyons Railroad Bridge | Bridge E-99 | This is a rare example of a railroad bridge with four truss lines providing enough width for six tracks. The technical description of the main or most noteworthy span of the bridge is a 137 ft (41.76 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Unknown. | 43.056082 | -76.978659 | Railroad (CSX) | Erie Canal (New York State Barge Canal) | Lyons | Wayne County, New York | New York | United States | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1917 | 0 | Unknown | 7 | 8 | 137 | 41.76 | 137 | 41.76 | 90 | 27.43 | https://historicbridges.org/newyork/lyonsrailroad/little_img_3474_small.jpg | https://historicbridges.org/newyork/lyonsrailroad/little_img_3474.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/lyonsrailroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.056082,-76.978659 | |||||||||||||
| 8129 | International Railroad Black Rock Canal Bridge | Separated from the main International Railroad Bridge by an island, this eastern structure crosses a canal in Buffalo. The technical description of the main or most noteworthy span of the bridge is a 440 ft (134.11 m) metal multiple-type-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 42.931571 | -78.901835 | Railroad (Canadian National) | I-190 and Black Rock Canal | Buffalo | Erie County, New York | New York | United States | Metal | Warren | Multiple-Type-Connected | Through | Truss | Fixed | 0 | 1 | 0 | 0 | 1909 | 0 | Unknown | 8 | 8 | 440 | 134.11 | 440 | 134.11 | 0 | 0 | https://historicbridges.org/newyork/internationalharbourdraw/little_img_2906_small.jpg | https://historicbridges.org/newyork/internationalharbourdraw/little_img_2906.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/internationalharbourdraw/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.931571,-78.901835 | ||||||||||||||
| 8130 | ! | NY-19 Oatka Creek Bridge | This is a traditional state design pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 99.7 ft (30.39 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by New York State Department of Public Works. | 42.773038 | -78.124333 | NY-19 | Oatka Creek | Rural | Wyoming County, New York | New York | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 8 | 1 | 0 | 0 | 1937 | 1992 | Unknown | New York State Department of Public Works | 5 | 5 | 99.7 | 30.39 | 106 | 32.31 | 24 | 7.32 | https://historicbridges.org/newyork/ny19/little_img_3116_small.jpg | https://historicbridges.org/newyork/ny19/little_img_3116.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ny19/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.773038,-78.124333 | ||||||||||||
| 8131 | Montezuma Bridge | Bridge E-90 | This is an increasingly uncommon example of a standard state design through truss bridge in the state. The technical description of the main or most noteworthy span of the bridge is a 250 ft (76.2 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by New York State Department of Public Works. | 43.017406 | -76.711547 | NY-31 | Seneca River (Erie Canal, New York State Barge Canal) | Montezuma | Seneca County, New York and Cayuga County, New York | New York | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 1949 | 1968 | Unknown | New York State Department of Public Works | 5 | 5 | 250 | 76.2 | 502 | 153.01 | 30.8 | 9.39 | https://historicbridges.org/newyork/ny31bridge/little_img_3520_small.jpg | https://historicbridges.org/newyork/ny31bridge/little_img_3520.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ny31bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.017406,-76.711547 | |||||||||
| 8133 | Dry Dock Road Bridge | This is a standard example of a highway plate girder. The technical description of the main or most noteworthy span of the bridge is a 87 ft (26.52 m) metal through girder, fixed. The bridge was primarily built by Mount Vernon Bridge Company of Mount Vernon, Ohio. | 43.062136 | -77.019040 | Dry Dock Road | Erie Canal (New York State Barge Canal) | Lyons | Wayne County, New York | New York | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1919 | 1970 | Mount Vernon Bridge Company of Mount Vernon, Ohio | 2 | 2 | 87 | 26.52 | 149 | 45.42 | 18 | 5.49 | https://historicbridges.org/newyork/drydockroad/little_locke-28athroughgirder6_small.jpg | https://historicbridges.org/newyork/drydockroad/little_locke-28athroughgirder6.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/drydockroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.062136,-77.019040 | ||||||||||||||||
| 8134 | High Bridge | This is a relatively old 19th century plate girder bridge that may have been relocated and reused in this location. The technical description of the main or most noteworthy span of the bridge is a 68 ft (20.73 m) metal through girder, fixed. The bridge was primarily built by Rochester Bridge and Iron Works of Rochester, New York. | 43.055898 | -76.662654 | High Bridge Road (CR-139A) | Railroad (Conrail) | Mentz | Cayuga County, New York | New York | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1891 | 0 | Rochester Bridge and Iron Works of Rochester, New York | 6 | 6 | 68 | 20.73 | 70 | 21.34 | 14.8 | 4.51 | https://historicbridges.org/newyork/highbridge2/little_img_3590_small.jpg | https://historicbridges.org/newyork/highbridge2/little_img_3590.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/highbridge2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.055898,-76.662654 | ||||||||||||||||
| 8135 | Lock 29 Access Road Bridge | This traditional plate girder was built by a famous bridge company. The technical description of the main or most noteworthy span of the bridge is a 76.8 ft (23.41 m) metal through girder, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. | 43.064752 | -77.248801 | Lock 29 Access Road | Ganargua Creek | Macedon | Wayne County, New York | New York | United States | Metal | Through | Girder | Fixed | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1914 | 1952 | Phoenix Bridge Company of Phoenixville, Pennsylvania | 4 | 4 | 76.8 | 23.41 | 109 | 33.22 | 14.8 | 4.51 | https://historicbridges.org/newyork/lock29bridge/little_img_3299_small.jpg | https://historicbridges.org/newyork/lock29bridge/little_img_3299.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/lock29bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.064752,-77.248801 | |||||||||||||
| 8136 | Mud Creek Aqueduct Towpath Bridge | This stone arch towpath bridge is next to the piers of a former original Erie Canal aqueduct. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 43.063878 | -77.249914 | Erie Canal Towpath | Ganargua Creek (Mud Creek) | Palmyra | Wayne County, New York | New York | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1858 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/mudcreek/little_img_3320_small.jpg | https://historicbridges.org/newyork/mudcreek/little_img_3320.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/mudcreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.063878,-77.249914 | |||||||||||||||
| 8137 | Bartoli Lane Bridge | This extremely rare example of a King bowstring truss bridge was partially encased in concrete long ago. The technical description of the main or most noteworthy span of the bridge is a 42 ft (12.8 m) metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 41.153208 | -76.152361 | Bartoli Lane | Shickshinny Creek | Shickshinny | Luzerne County, Pennsylvania | Pennsylvania | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Through | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 1930 | King Bridge Company of Cleveland, Ohio | 8 | 9 | 42 | 12.8 | 47 | 14.33 | 17.7 | 5.39 | https://historicbridges.org/pennsylvania/shickshinny/little_rick-img_6729_small.jpg | https://historicbridges.org/pennsylvania/shickshinny/little_rick-img_6729.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/shickshinny/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.153208,-76.152361 | ||||||||||||||
| 8138 | Sedwick Lane Bridge | Someone is lucky enough to have one of the rarest historic bridge types, an iron bowstring, as part of their driveway. The technical description of the main or most noteworthy span of the bridge is a metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. Special note about bridge location: This bridge is on a private drive. | 40.814494 | -79.456671 | Sedwick Lane (Private Driveway) | Cowanshannock Creek | Rural | Armstrong County, Pennsylvania | Pennsylvania | United States | This bridge is on a private drive. | Metal | Bowstring | Threaded Rod-Nut Connected | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Wrought Iron Bridge Company of Canton, Ohio | 9 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/sedwick/little_rick-aarmstrongcountypa2-15-2020_small.jpg | https://historicbridges.org/pennsylvania/sedwick/little_rick-aarmstrongcountypa2-15-2020.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/sedwick/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.814494,-79.456671 | |||||||||||||
| 8139 | Boggy Run Road Bridge | This beautifully composed bridge is one of the last remaining bridges built by a local pioneer in concrete bridge construction. The technical description of the main or most noteworthy span of the bridge is a 77 ft (23.47 m) concrete curved t-beam, fixed. The bridge was primarily built by Will Dickinson of Ridgway, Pennsylvania. | 41.258084 | -78.726985 | Boggy Run Road (TR-331) | Little Toby Creek | Rural | Elk County, Pennsylvania | Pennsylvania | United States | Concrete | Curved | T-Beam | Fixed | 0 | 1 | 0 | 0 | 1911 | 0 | Will Dickinson of Ridgway, Pennsylvania | 6 | 7 | 77 | 23.47 | 78 | 23.77 | 16.7 | 5.09 | https://historicbridges.org/pennsylvania/boggy/little_boggy_4216_small.jpg | https://historicbridges.org/pennsylvania/boggy/little_boggy_4216.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/boggy/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.258084,-78.726985 | ||||||||||||||||
| 8140 | Brockway Railroad Bridge | This relatively lightweight and potentially very old riveted deck truss span has been converted for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 41.252402 | -78.796807 | Railroad (Little Toby Rail-Trail) | Little Toby Creek and Pershing Avenue | Brockway | Jefferson County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 10 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/brockwayrail/little_brockwayrail_4102_3_4vib_small.jpg | https://historicbridges.org/pennsylvania/brockwayrail/little_brockwayrail_4102_3_4vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/brockwayrail/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.252402,-78.796807 | |||||||||||
| 8141 | Wykoff Run Road Bridge | Nestled deep within a very scenic area of the Allegheny Plateau is the unusually narrow state standard through truss. The technical description of the main or most noteworthy span of the bridge is a 206 ft (62.79 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. | 41.319010 | -78.083750 | Wykoff Run Road (PA-2001) | Sinnemahoning Creek | Rural | Cameron County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 8 | 2 | 0 | 0 | 1938 | 2009 | Unknown | Pennsylvania State Highway Department | 6 | 6 | 206 | 62.79 | 415 | 126.49 | 20 | 6.1 | https://historicbridges.org/pennsylvania/wykoff/little_wykoff_6748_small.jpg | https://historicbridges.org/pennsylvania/wykoff/little_wykoff_6748.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/wykoff/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.319010,-78.083750 | |||||||||||||
| 8142 | Bridge Lane Bridge | This bridge, now used on a private road, is a former railroad bridge. The technical description of the main or most noteworthy span of the bridge is a 135 ft (41.15 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on a private road. | 41.080883 | -77.550187 | Bridge Lane | Bald Eagle Creek | Rural | Clinton County, Pennsylvania | Pennsylvania | United States | This bridge is on a private road. | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 8 | 2 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 135 | 41.15 | 270 | 82.3 | 0 | 0 | https://historicbridges.org/pennsylvania/baldeaglecreekrr/little_z_20210522_202752_small.jpg | https://historicbridges.org/pennsylvania/baldeaglecreekrr/little_z_20210522_202752.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/baldeaglecreekrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.080883,-77.550187 | |||||||||||||
| 8143 | ! | Chester Bridge | This bridge features distinctive two-span continuous through and deck truss spans, a design often used by its designer. The technical description of the main or most noteworthy span of the bridge is a 670 ft (204.22 m) metal continuous rivet-connected Modified Warren (Subdivided) through truss, fixed. The bridge was primarily built by Massman Construction Company of Kansas City, Missouri. The bridge was primarily designed by Sverdrup and Parcel of St. Louis, Missouri. | 37.902456 | -89.836982 | IL-150 and MO-51 | Mississippi River, Railroad (Union Pacific), and Kaskaskia Street | Chester | Randolph County, Illinois and Perry County, Missouri | Illinois and Missouri | United States | Metal | Modified Warren (Subdivided) | Rivet-Connected | Through | Truss | Fixed | 20 | Continuous | 2 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 14 | Continuous | 12 | 1946 | 0 | Massman Construction Company of Kansas City, Missouri | Sverdrup and Parcel of St. Louis, Missouri | 8 | 9 | 670 | 204.22 | 2827 | 861.67 | 22 | 6.71 | https://historicbridges.org/illinois/chester/little_chester_1511_small.jpg | https://historicbridges.org/illinois/chester/little_chester_1511.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/chester/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.902456,-89.836982 | ||||
| 8144 | Shepard Bridge | The County Bridge | This regionally early example of a rivet-connected highway truss bridge has been relocated and preserved for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal rivet-connected Warren (No Verticals) pony truss, fixed. The bridge was primarily built by New Columbus Bridge Company of Columbus, Ohio. | 39.887951 | -82.796931 | Yellowlegs Trail | Georges Creek | Pickerington | Franklin County, Ohio | Ohio | United States | Metal | Warren (No Verticals) | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1897 | 2004 | New Columbus Bridge Company of Columbus, Ohio | 6 | 8 | 50 | 15.24 | 50 | 15.24 | 0 | 0 | https://historicbridges.org/ohio/shepard/little_rick-img_0690_small.jpg | https://historicbridges.org/ohio/shepard/little_rick-img_0690.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/shepard/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.887951,-82.796931 | |||||||||||||
| 8145 | Yatesboro Bridge | This long abandoned pony truss bridge has partially collapsed. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 40.799400 | -79.342268 | TR-654 | Cowanshannock Creek | Yatesboro | Armstrong County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/yatesboro/little_rick-img_9108_small.jpg | https://historicbridges.org/pennsylvania/yatesboro/little_rick-img_9108.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/yatesboro/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.799400,-79.342268 | ||||||||||||||
| 8146 | Windham Road 3 Bridge | Despite some bolted alterations this bridge retains the charm of its original riveted truss design. The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 42.976139 | -80.434917 | Windham Road 3 | Big Creek | Rural | Norfolk County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 64 | 19.51 | 64 | 19.51 | 0 | 0 | https://historicbridges.org/ontario/windhamroad3bigcreekbridge/little_20210524_100712_small.jpg | https://historicbridges.org/ontario/windhamroad3bigcreekbridge/little_20210524_100712.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/windhamroad3bigcreekbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.976139,-80.434917 | ||||||||||||||
| 8147 | Teeterville Dam Bridge | This is a fairly long pony truss span with Lackawanna Steel brands (uncommon in Canada) used as a dam access bridge. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 42.946417 | -80.446111 | Dam Access | Big Creek (Teeterville Pond) | Teeterville | Norfolk County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 7 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 100 | 30.48 | 102 | 31.09 | 0 | 0 | https://historicbridges.org/ontario/teetervilledambridge/little_20210524_103728_small.jpg | https://historicbridges.org/ontario/teetervilledambridge/little_20210524_103728.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/teetervilledambridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.946417,-80.446111 | ||||||||||||||
| 8148 | Maple Avenue North Bridge | This bridge is noted for its span length and its unusual railings which are found on only a few bridges in Ontario. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) concrete curved t-beam, fixed. The bridge was primarily built by Unknown. | 43.116111 | -80.434361 | Maple Avenue North | Whiteman's Creek | Burford | Brant County, Ontario | Ontario | Canada | Concrete | Curved | T-Beam | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 100 | 30.48 | 102 | 31.09 | 0 | 0 | https://historicbridges.org/ontario/mapleavenuenorthwhiteman_screekbridge/little_20210524_090320_small.jpg | https://historicbridges.org/ontario/mapleavenuenorthwhiteman_screekbridge/little_20210524_090320.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/mapleavenuenorthwhiteman_screekbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.116111,-80.434361 | ||||||||||||||||
| 8149 | Windsor Harbor Bridge | The oldest Pratt truss in the state, this is also one of the most unique and ornate surviving examples of a rare Keystone column truss bridge. The technical description of the main or most noteworthy span of the bridge is a 123.3 ft (37.58 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Keystone Bridge Company of Pittsburgh, Pennsylvania. | 38.363970 | -90.362386 | Windsor Harbor Road (Old Alignment) | Rock Creek | Kimmswick | Jefferson County, Missouri | Missouri | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 9 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 1874 | 0 | Keystone Bridge Company of Pittsburgh, Pennsylvania | 10 | 10 | 123.3 | 37.58 | 123.3 | 37.58 | 20.3 | 6.19 | https://historicbridges.org/missouri/windsorharbor/little_zimg_20210703_185827_small.jpg | https://historicbridges.org/missouri/windsorharbor/little_zimg_20210703_185827.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/windsorharbor/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.363970,-90.362386 | |||||||||||
| 8150 | Old Appleton Bridge | This bridge has been preserved for pedestrians with a park around it, and it is noted as a very old Pratt truss with rare Queenpost approaches. The technical description of the main or most noteworthy span of the bridge is a 103 ft (31.39 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by H. W. Sebastian and Company of St. Louis, Missouri (St. Louis Bridge and Iron Works). | 37.597592 | -89.713823 | Main Street | Apple Creek | Old Appleton | Cape Girardeau County, Missouri and Perry County, Missouri | Missouri | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 9 | 1 | Metal | Queenpost | Pin-Connected | Pony | Truss | Fixed | 3 | 2 | 1879 | 2005 | H. W. Sebastian and Company of St. Louis, Missouri (St. Louis Bridge and Iron Works) | 9 | 10 | 103 | 31.39 | 161 | 49.07 | 13 | 3.96 | https://historicbridges.org/missouri/oldappletonbridge/little_oldappletonbridge_1829_small.jpg | https://historicbridges.org/missouri/oldappletonbridge/little_oldappletonbridge_1829.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/oldappletonbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.597592,-89.713823 | ||||||||
| 8151 | Windsor Harbor Railroad Bridge | Kimmswick Railroad Bridge | This classic riveted railroad truss bridge with plate girder approaches compliments the historic highway bridge next to it. The technical description of the main or most noteworthy span of the bridge is a 104 ft (31.7 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Detroit Bridge and Iron Works of Detroit, Michigan. | 38.363967 | -90.362113 | Railroad (Union Pacific) | Rock Creek and Mississippi Street | Kimmswick | Jefferson County, Missouri | Missouri | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | Metal | Deck | Girder | Fixed | 0 | 6 | 1902 | 1947 | Detroit Bridge and Iron Works of Detroit, Michigan | 6 | 6 | 104 | 31.7 | 282 | 85.95 | 0 | 0 | https://historicbridges.org/missouri/windsorharborrr/little_zimg_20210703_191312_small.jpg | https://historicbridges.org/missouri/windsorharborrr/little_zimg_20210703_191312.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/windsorharborrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.363967,-90.362113 | |||||||||
| 8152 | MetroLink Footbridge | This is an extremely rare presentation of a tower style continuous through truss as a pedestrian footbridge. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal continuous rivet-connected Warren through truss, fixed. The bridge was primarily built by R. J. Blackburn Inc.. | 38.641673 | -90.267496 | Pedestrian Walkway | Railroad (MetroLink) | St. Louis | St. Louis City, Missouri | Missouri | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 0 | Continuous | 3 | 0 | 0 | 1931 | 0 | R. J. Blackburn Inc. | 8 | 8 | 60 | 18.29 | 105 | 32 | 0 | 0 | https://historicbridges.org/missouri/metrolinkfootbridge/little_metrolinkfootbridge_6056_7_8vib_small.jpg | https://historicbridges.org/missouri/metrolinkfootbridge/little_metrolinkfootbridge_6056_7_8vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/metrolinkfootbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.641673,-90.267496 | |||||||||||||
| 8153 | Bellefontaine Bridge | This bridge is one of the few surviving bridges designed by one of the greatest engineers in American history. The technical description of the main or most noteworthy span of the bridge is a 440 ft (134.11 m) metal pin-connected Baltimore through truss, fixed. The bridge was primarily built by New Jersey Steel and Iron Company of Trenton, New Jersey. The bridge was primarily designed by George Shattuck Morison. | 38.843265 | -90.236507 | Railroad (BNSF) | Missouri River | Old Jamestown and West Alton | St. Louis County, Missouri and St. Charles County, Missouri | Missouri | United States | Metal | Baltimore | Pin-Connected | Through | Truss | Fixed | 16 | 4 | Metal | Deck | Girder | Fixed | 0 | 0 | 1893 | 2013 | New Jersey Steel and Iron Company of Trenton, New Jersey | George Shattuck Morison | 9 | 10 | 440 | 134.11 | 2660 | 810.77 | 0 | 0 | https://historicbridges.org/missouri/bellefontaine/little_bellefontaine_5357_8_9vib_small.jpg | https://historicbridges.org/missouri/bellefontaine/little_bellefontaine_5357_8_9vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/bellefontaine/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.843265,-90.236507 | |||||||||
| 8154 | St. Charles Railroad Bridge | Wabash Bridge | This is an impressive 1930s cantilever truss railroad bridge which also has an extremely long girder approach system. The technical description of the main or most noteworthy span of the bridge is a 624 ft (190.2 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York and Mr. Vernon Bridge Company of Mt. Vernon, Ohio. The bridge was primarily designed by Modjeski and Masters. | 38.797945 | -90.467994 | Railroad (Norfolk Southern) | Missouri River | St. Charles | St. Charles County, Missouri and St. Louis County, Missouri | Missouri | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 20 | Cantilever | 3 | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 0 | 0 | 1936 | 0 | American Bridge Company of New York, New York and Mr. Vernon Bridge Company of Mt. Vernon, Ohio | Modjeski and Masters | 8 | 8 | 624 | 190.2 | 7876 | 2400.6 | 0 | 0 | https://historicbridges.org/missouri/saintcharles/little_zimg_20210703_170149_small.jpg | https://historicbridges.org/missouri/saintcharles/little_zimg_20210703_170149.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/saintcharles/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.797945,-90.467994 | |||||
| 8155 | ! | 30th Street Bridge | Marion County Bridge 1705, Riverside Park Bridge | This beautiful stone faced concrete bridge with rare Melan reinforcing once formed the centerpiece to a park area. The technical description of the main or most noteworthy span of the bridge is a 116 ft (35.36 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Marion County Construction Company and W.M. Fife and Son. The bridge was primarily designed by Henry W. Klaussman. | 39.809444 | -86.194444 | 30th Street (29th Street) | White River | Indianapolis | Marion County, Indiana | Indiana | United States | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1907 | 1979 | Marion County Construction Company and W.M. Fife and Son | Henry W. Klaussman | 8 | 7 | 116 | 35.36 | 339 | 103.33 | 50 | 15.24 | https://historicbridges.org/indiana/30thstreetbridge/little_30thstreetbridge_1867_small.jpg | https://historicbridges.org/indiana/30thstreetbridge/little_30thstreetbridge_1867.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/30thstreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.809444,-86.194444 | ||||||||||||
| 8156 | 16th Street Bridge | Although younger than many other arch bridges in the city, this example is noted for its unique Art Deco railing and details. The technical description of the main or most noteworthy span of the bridge is a 126 ft (38.4 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 39.788852 | -86.197695 | 16th Street | White River | Indianapolis | Marion County, Indiana | Indiana | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 5 | 0 | 0 | 1948 | 2011 | Unknown | 6 | 6 | 126 | 38.4 | 687.8 | 209.64 | 54 | 16.46 | https://historicbridges.org/indiana/16thstreet/little_16thstreet_2020_1_2vib_small.jpg | https://historicbridges.org/indiana/16thstreet/little_16thstreet_2020_1_2vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/16thstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.788852,-86.197695 | |||||||||||||||
| 8157 | Roache Street Bridge | Marion County Bridge 1712 | This is a fairly old concrete arch bridge noted for its skew. The technical description of the main or most noteworthy span of the bridge is a 61 ft (18.59 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 39.804599 | -86.182312 | Roache Street | IWC Canal (Indiana Central Canal) | Indianapolis | Marion County, Indiana | Indiana | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1911 | 0 | Unknown | 6 | 5 | 61 | 18.59 | 65.6 | 19.99 | 27 | 8.23 | https://historicbridges.org/indiana/roache/little_roache_1930_small.jpg | https://historicbridges.org/indiana/roache/little_roache_1930.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/roache/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.804599,-86.182312 | ||||||||||||||
| 8158 | Brooks Bridge | Martin County Bridge 68 | This bridge is noted for its large pin-connected Pratt truss spans and its setting in a scenic, undeveloped area. The technical description of the main or most noteworthy span of the bridge is a 185 ft (56.39 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Lafayette Bridge Company of Lafayette, Indiana. | 38.614022 | -86.848543 | Brooks Bridge Road | East Fork White River | Rural | Martin County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 10 | 2 | 0 | 0 | 1894 | 2009 | Lafayette Bridge Company of Lafayette, Indiana | 7 | 8 | 185 | 56.39 | 383 | 116.74 | 15 | 4.57 | https://historicbridges.org/indiana/brooksbridge/little_brooksbridge_4415_small.jpg | https://historicbridges.org/indiana/brooksbridge/little_brooksbridge_4415.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/brooksbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.614022,-86.848543 | |||||||||||||
| 8159 | IN-11 Bridge | This is an outstanding example of Indiana's beautiful state standard truss featuring arched bracing. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by R. P. Olinger of Huntingburg, Indiana. The bridge was primarily designed by Indiana State Highway Commission. | 38.999057 | -85.891549 | IN-11 | East Fork White River | Rural | Jackson County, Indiana | Indiana | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 9 | 2 | 0 | 0 | 1941 | 1974 | R. P. Olinger of Huntingburg, Indiana | Indiana State Highway Commission | 6 | 7 | 200 | 60.96 | 403 | 122.83 | 30 | 9.14 | https://historicbridges.org/indiana/in11/little_in11_6842_small.jpg | https://historicbridges.org/indiana/in11/little_in11_6842.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/in11/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.999057,-85.891549 | |||||||||||||
| 8160 | IN-256 West Bridge | This is one of two basically identical historic state standard through truss bridges found on this stretch of road, both crossing the same river. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Ben Hur Construction Company of Indianapolis, Indiana and R. P. Olinger of Huntingburg, Indiana. The bridge was primarily designed by Indiana State Highway Commission. | 38.742108 | -85.900119 | IN-256 | Muscatatuck River | Rural | Washington County, Indiana and Jackson County, Indiana | Indiana | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1948 | 1982 | Ben Hur Construction Company of Indianapolis, Indiana and R. P. Olinger of Huntingburg, Indiana | Indiana State Highway Commission | 6 | 6 | 175 | 53.34 | 285 | 86.87 | 24 | 7.32 | https://historicbridges.org/indiana/in256west/little_zimg_20210705_150041_small.jpg | https://historicbridges.org/indiana/in256west/little_zimg_20210705_150041.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/in256west/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.742108,-85.900119 | ||||||||||
| 8161 | IN-256 East Bridge | This is one of two basically identical historic state standard through truss bridges found on this stretch of road, both crossing the same river. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Ben Hur Construction Company of Indianapolis, Indiana and R. P. Olinger of Huntingburg, Indiana. The bridge was primarily designed by Indiana State Highway Commission. | 38.742769 | -85.843393 | IN-256 | Muscatatuck River | Rural | Jackson County, Indiana and Scott County, Indiana | Indiana | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1948 | 1984 | Ben Hur Construction Company of Indianapolis, Indiana and R. P. Olinger of Huntingburg, Indiana | Indiana State Highway Commission | 6 | 6 | 175 | 53.34 | 285 | 86.87 | 24 | 7.32 | https://historicbridges.org/indiana/in256east/little_in256east_6311_small.jpg | https://historicbridges.org/indiana/in256east/little_in256east_6311.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/in256east/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.742769,-85.843393 | ||||||||||
| 8162 | Columbia Street Bridge | Allen County Bridge 529 | This is one of an impressive number of concrete arch bridges documented in Fort Wayne. The technical description of the main or most noteworthy span of the bridge is a 106 ft (32.31 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by I. E. Smith Construction Company of Indianapolis, Indiana. The bridge was primarily designed by Asa Waters Grosvenor of Fort Wayne, Indiana. | 41.082261 | -85.132220 | Columbia Street | Maumee River | Fort Wayne | Allen County, Indiana | Indiana | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 4 | 0 | 0 | 1923 | 2001 | I. E. Smith Construction Company of Indianapolis, Indiana | Asa Waters Grosvenor of Fort Wayne, Indiana | 6 | 4 | 106 | 32.31 | 418 | 127.41 | 48 | 14.63 | https://historicbridges.org/indiana/columbia/little_columbia_0529_small.jpg | https://historicbridges.org/indiana/columbia/little_columbia_0529.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/columbia/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.082261,-85.132220 | |||||||||||||
| 8163 | Jefferson Boulevard Bridge | Allen County Bridge 330 | This is one of an impressive number of concrete arch bridges documented in Fort Wayne. The technical description of the main or most noteworthy span of the bridge is a 69 ft (21.03 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Charles R. Wermuth and Son of Fort Wayne, Indiana. The bridge was primarily designed by Indiana State Highway Commission. | 41.071876 | -85.162442 | West Jefferson Boulevard | St. Marys River | Fort Wayne | Allen County, Indiana | Indiana | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1935 | 1996 | Charles R. Wermuth and Son of Fort Wayne, Indiana | Indiana State Highway Commission | 5 | 2 | 69 | 21.03 | 204 | 62.18 | 52.2 | 15.91 | https://historicbridges.org/indiana/westjefferson/little_westjefferson_0580_small.jpg | https://historicbridges.org/indiana/westjefferson/little_westjefferson_0580.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/westjefferson/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.071876,-85.162442 | |||||||||||||
| 8164 | Parnell Avenue Bridge | Allen County Bridge 538 | This is one of an impressive number of concrete arch bridges documented in Fort Wayne. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by I. E. Smith Construction Company of Indianapolis, Indiana. The bridge was primarily designed by Asa Waters Grosvenor of Fort Wayne, Indiana. | 41.109018 | -85.125535 | Parnell Avenue | St. Joseph River | Fort Wayne | Allen County, Indiana | Indiana | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1927 | 1993 | I. E. Smith Construction Company of Indianapolis, Indiana | Asa Waters Grosvenor of Fort Wayne, Indiana | 5 | 4 | 105 | 32 | 220 | 67.06 | 50 | 15.24 | https://historicbridges.org/indiana/parnell/little_parnell_0274_small.jpg | https://historicbridges.org/indiana/parnell/little_parnell_0274.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/parnell/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.109018,-85.125535 | |||||||||||||
| 8165 | Howard Vandyke Bridge | This bridge is an example of a pin-connected truss bridge built by a noted in-state builder. The technical description of the main or most noteworthy span of the bridge is a 101 ft (30.78 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Central Concrete and Construction Company of Canton, Ohio, J. K. Hilton, Agent. | 40.514008 | -80.736311 | TR-289 | Yellow Creek | Rural | Jefferson County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1912 | 1979 | Central Concrete and Construction Company of Canton, Ohio, J. K. Hilton, Agent | 7 | 7 | 101 | 30.78 | 105 | 32 | 15.7 | 4.79 | https://historicbridges.org/ohio/yellowcreektr290/little_zimg_20210625_163014_1_small.jpg | https://historicbridges.org/ohio/yellowcreektr290/little_zimg_20210625_163014_1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/yellowcreektr290/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.514008,-80.736311 | ||||||||||||||
| 8166 | Locust Point Bridge | This is an unusual riveted girder bridge, perhaps salvaged from some other structure, and it has an uncertain history. The technical description of the main or most noteworthy span of the bridge is a 55 ft (16.76 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 41.614867 | -83.128502 | Locust Point Road (Lakeview Boulevard) | Turtle Creek | Rural | Ottawa County, Ohio | Ohio | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 1984 | Unknown | 3 | 4 | 55 | 16.76 | 57.4 | 17.5 | 15 | 4.57 | https://historicbridges.org/ohio/turtlecreek/little_zimg_20210625_100657_small.jpg | https://historicbridges.org/ohio/turtlecreek/little_zimg_20210625_100657.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/turtlecreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.614867,-83.128502 | ||||||||||||||||
| 8167 | Amsterdam Railroad Bridge | Although a small example of a common type, this outstanding representative example is unaltered, on stone abutments, and built by a famous company. The technical description of the main or most noteworthy span of the bridge is a 48 ft (14.63 m) metal through girder, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 40.473236 | -80.923129 | Railroad (Mahoning Valley Railway) (Former Ohi-Rail Corporation) | Yellow Creek | Amsterdam | Jefferson County, Ohio | Ohio | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1902 | 0 | King Bridge Company of Cleveland, Ohio | 4 | 6 | 48 | 14.63 | 48 | 14.63 | 0 | 0 | https://historicbridges.org/ohio/amsterdamrr/little_amsterdamrr_8863_small.jpg | https://historicbridges.org/ohio/amsterdamrr/little_amsterdamrr_8863.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/amsterdamrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.473236,-80.923129 | ||||||||||||||||
| 8168 | L | Liberty Street Bridge | Although altered with load-bearing beams, the original arch ribs of this rare Luten rainbow arch remain in place. The technical description of the main or most noteworthy span of the bridge is a 66 ft (20.12 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Luten Bridge Company of York, Pennsylvania. | 40.473342 | -80.922935 | Liberty Street | Yellow Creek | Amsterdam | Jefferson County, Ohio | Ohio | United States | Concrete | Rainbow | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1928 | 2000 | Luten Bridge Company of York, Pennsylvania | 7 | 7 | 66 | 20.12 | 73.2 | 22.31 | 18 | 5.49 | https://historicbridges.org/ohio/amsterdam/little_amsterdam_9037_small.jpg | https://historicbridges.org/ohio/amsterdam/little_amsterdam_9037.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/amsterdam/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.473342,-80.922935 | ||||||||||||||
| 8169 | Nimishillen Creek Railroad Bridge | This is a lightweight and old looking railroad truss bridge, making it stand out as unusual and significant. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 40.734349 | -81.353300 | Railroad (Wheeling and Lake Erie) | Nimishillen Creek | Rural | Stark County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 150 | 45.72 | 151 | 46.02 | 0 | 0 | https://historicbridges.org/ohio/nimishillenrr/little_zimg_20210625_142339_small.jpg | https://historicbridges.org/ohio/nimishillenrr/little_zimg_20210625_142339.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/nimishillenrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.734349,-81.353300 | ||||||||||||||
| 8170 | New Somerset Road Bridge | This uncommon example of an unusual bridge type remains standing despite repeated attacks by bad drivers. The technical description of the main or most noteworthy span of the bridge is a 22 ft (6.71 m) corrugated multi-plate deck arch, fixed. The bridge was primarily built by Unknown. | 40.517457 | -80.730797 | New Somerset Road (CR-53) | Town Fork | Rural | Jefferson County, Ohio | Ohio | United States | Corrugated Multi-Plate | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1935 | 0 | Unknown | 4 | 5 | 22 | 6.71 | 49 | 14.94 | 23.6 | 7.19 | https://historicbridges.org/ohio/newsomerset/little_zimg_20210625_164042_small.jpg | https://historicbridges.org/ohio/newsomerset/little_zimg_20210625_164042.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/newsomerset/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.517457,-80.730797 | ||||||||||||||||
| 8171 | ! | Chagrin Falls Bridge | Located at the heart of a historic downtown, this is a very old stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a 40.7 ft (12.41 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 41.431407 | -81.392047 | North Main Street | Chagrin River | Chagrin Falls | Cuyahoga County, Ohio | Ohio | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1857 | 1996 | Unknown | 7 | 7 | 40.7 | 12.41 | 115 | 35.05 | 59 | 17.98 | https://historicbridges.org/ohio/chagrinfalls/little_chagrinfalls_8080_1_2vib_small.jpg | https://historicbridges.org/ohio/chagrinfalls/little_chagrinfalls_8080_1_2vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/chagrinfalls/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.431407,-81.392047 | ||||||||||||||
| 8172 | Big Sandy Creek Railroad Bridge | This is a fairly lightweight railroad truss bridge with pinned connections. The technical description of the main or most noteworthy span of the bridge is a 128 ft (39.01 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 40.699554 | -81.150782 | Railroad (Wheeling and Lake Erie) | Big Sandy Creek | Rural | Carroll County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 128 | 39.01 | 130 | 39.62 | 0 | 0 | https://historicbridges.org/ohio/bigsandyrr/little_zimg_20210625_150451_small.jpg | https://historicbridges.org/ohio/bigsandyrr/little_zimg_20210625_150451.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/bigsandyrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.699554,-81.150782 | ||||||||||||||
| 8173 | Big Sandy Creek Railroad Bridge | This bridge features the extensive use of plate in truss members, a distinctive feature of some railroad pony truss bridges. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt pony truss, fixed. The bridge was primarily built by Unknown. | 40.714219 | -81.128348 | Railroad (Abandoned Mahoning Valley Railway) (Former Ohi-Rail Corporation) | Big Sandy Creek | Rural | Carroll County, Ohio | Ohio | United States | Metal | Pratt | Rivet-Connected | Pony | Truss | Fixed | 9 | 1 | 9 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 109 | 33.22 | 0 | 0 | https://historicbridges.org/ohio/bigsandyrr2/little_bigsandyrr2_8815_small.jpg | https://historicbridges.org/ohio/bigsandyrr2/little_bigsandyrr2_8815.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/bigsandyrr2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.714219,-81.128348 | ||||||||||||||
| 8174 | Old IL-3 Miller Creek Bridge | This is the smaller of two truss bridges on this old state highway alignment. The technical description of the main or most noteworthy span of the bridge is a 81.7 ft (24.9 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Illinois Division of Highways. | 37.240272 | -89.443695 | Old IL-3 | Miller Creek | Rural | Alexander County, Illinois | Illinois | United States | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | Concrete | T-Beam | Fixed | 0 | 2 | 1933 | 0 | Unknown | Illinois Division of Highways | 4 | 5 | 81.7 | 24.9 | 148 | 45.11 | 21 | 6.4 | https://historicbridges.org/illinois/oldil3pony/little_oldil-3pony_0749_small.jpg | https://historicbridges.org/illinois/oldil3pony/little_oldil-3pony_0749.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/oldil3pony/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.240272,-89.443695 | ||||||||||
| 8175 | Stone Quarry Bridge | This abandoned bridge is an impressive example of a King Bridge Company Whipple truss. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 39.521013 | -88.110164 | CR-1000 (TR-135D) | Embarras River | Rural | Coles County, Illinois | Illinois | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 12 | 1 | Metal | Pratt | Rivet-Connected | Bedstead | Truss | Fixed | 2 | 0 | 1883 | 2009 | King Bridge Company of Cleveland, Ohio | 8 | 9 | 180 | 54.86 | 240 | 73.15 | 14.8 | 4.51 | https://historicbridges.org/illinois/stonequarry/little_stonequarry_2761_small.jpg | https://historicbridges.org/illinois/stonequarry/little_stonequarry_2761.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/stonequarry/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.521013,-88.110164 | ||||||||
| 8176 | Ripson Bridge | This is the only known surviving highway truss bridge in the county. The technical description of the main or most noteworthy span of the bridge is a 98 ft (29.87 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is reportedly now privately owned. | 38.960259 | -89.556675 | Ripson Bridge Road (Abandoned Alignment) | Shoal Creek | Rural | Bond County, Illinois | Illinois | United States | This bridge is reportedly now privately owned. | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 0 | 1895 | 0 | Unknown | 7 | 9 | 98 | 29.87 | 207 | 63.09 | 12.5 | 3.81 | https://historicbridges.org/illinois/ripsonbridge/little_ripsonbridge_4162_small.jpg | https://historicbridges.org/illinois/ripsonbridge/little_ripsonbridge_4162.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/ripsonbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.960259,-89.556675 | ||||||||||
| 8177 | Airtight Bridge | This is an unaltered traditional Pratt through truss bridge in a tranquil rural setting. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Decatur Bridge Company of Decatur, Illinois. The bridge was primarily designed by C. L. James. | 39.555040 | -88.089480 | Airtight Road (TR-275) | Embarras River | Rural | Coles County, Illinois | Illinois | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1914 | 2010 | Decatur Bridge Company of Decatur, Illinois | C. L. James | 7 | 7 | 140 | 42.67 | 190 | 57.91 | 15.4 | 4.69 | https://historicbridges.org/illinois/embarrasriverbridge/little_embarrasriverbridge_3076_small.jpg | https://historicbridges.org/illinois/embarrasriverbridge/little_embarrasriverbridge_3076.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/embarrasriverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.555040,-88.089480 | ||||||||||
| 8178 | Fancher Bridge | Relocated and preserved at a rest stop, this is an unusual and unique design of pony truss bridge using pipes for truss members. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal Pratt pony truss, fixed. The bridge was primarily built by Hiram B. and Everett Trout of Shelbyville, Illinois. | 39.422892 | -87.660327 | Pedestrian Walkway | Ground (Exhibit) | Rural | Clark County, Illinois | Illinois | United States | Metal | Pratt | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1895 | 0 | Hiram B. and Everett Trout of Shelbyville, Illinois | 9 | 9 | 60 | 18.29 | 60 | 18.29 | 8 | 2.44 | https://historicbridges.org/illinois/fancher/little_zimg_20210703_073721_small.jpg | https://historicbridges.org/illinois/fancher/little_zimg_20210703_073721.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/fancher/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.422892,-87.660327 | |||||||||||||||
| 8179 | Blakeman Bridge | This is a very early example of a concrete arch bridge, particularly in a rural area, and it has unique railing. The technical description of the main or most noteworthy span of the bridge is a 96.5 ft (29.41 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Mercantile Bridge Company of Paris, Illinois. | 39.457210 | -88.146990 | Bypass Road (CR-1770 East, TR-193, Old IL-130) | Embarras River | Rural | Coles County, Illinois | Illinois | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1907 | 0 | Mercantile Bridge Company of Paris, Illinois | 7 | 7 | 96.5 | 29.41 | 259 | 78.94 | 18.4 | 5.61 | https://historicbridges.org/illinois/blakeman/little_blakeman_2578_small.jpg | https://historicbridges.org/illinois/blakeman/little_blakeman_2578.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/blakeman/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.457210,-88.146990 | |||||||||||||||
| 8180 | Indian Creek Bridge | This is an extremely rare example of a Kingpost truss bridge, and also a very late example. The technical description of the main or most noteworthy span of the bridge is a 33 ft (10.06 m) metal rivet-connected Kingpost pony truss, fixed. The bridge was primarily built by Unknown. | 39.220393 | -90.707836 | Mississippi River Road | Indian Creek | Rural | Calhoun County, Illinois | Illinois | United States | Metal | Kingpost | Rivet-Connected | Pony | Truss | Fixed | 2 | 1 | 0 | 0 | 1930 | 0 | Unknown | 9 | 9 | 33 | 10.06 | 34 | 10.36 | 19.6 | 5.97 | https://historicbridges.org/illinois/indiancreekbridge/little_zimg_20210703_145826_small.jpg | https://historicbridges.org/illinois/indiancreekbridge/little_zimg_20210703_145826.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/indiancreekbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.220393,-90.707836 | ||||||||||||||
| 8181 | Frontage Road Bridge | This is a small, but extremely rare example of a bedstead truss bridge with unaltered legs. The technical description of the main or most noteworthy span of the bridge is a 29 ft (8.84 m) metal pin-connected Pratt bedstead pony truss, fixed. The bridge was primarily built by Unknown. | 39.019203 | -88.834027 | Frontage Road | Brickyard Branch | Rural | Fayette County, Illinois | Illinois | United States | Metal | Pratt | Pin-Connected | Bedstead Pony | Truss | Fixed | 2 | 1 | 0 | 0 | 1899 | 0 | Unknown | 8 | 8 | 29 | 8.84 | 30 | 9.14 | 13.5 | 4.11 | https://historicbridges.org/illinois/frontageroadbridge/little_zimg_20210703_103718_small.jpg | https://historicbridges.org/illinois/frontageroadbridge/little_zimg_20210703_103718.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/frontageroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.019203,-88.834027 | ||||||||||||||
| 8182 | Cairo Railroad Arch Bridge | Cairo Flood Gate Tunnel | This fairly early concrete arch bridge is an impressive gateway into Cairo and is next to a historic riveted floodgate that was built at a later date next to the bridge. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 37.021370 | -89.185690 | Railroad (Canadian National) | US-51 (Ohio River Scenic Byway) | Cairo | Alexander County, Illinois | Illinois | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1903 | 0 | Unknown | 6 | 7 | 60 | 18.29 | 60 | 18.29 | 0 | 0 | https://historicbridges.org/illinois/cairoarch/little_zimg_20210704_093738_small.jpg | https://historicbridges.org/illinois/cairoarch/little_zimg_20210704_093738.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/cairoarch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.021370,-89.185690 | ||||||||||||||
| 8183 | Black Bridge | Waterford Railway Bridge | This high level through truss railway bridge has found new life as part of a rail-trail. The technical description of the main or most noteworthy span of the bridge is a 145 ft (44.2 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 42.932508 | -80.304611 | Railroad (Lake Erie and Norfolk Rail Trail) | Nanticoke Creek (Waterford Pond) | Waterford | Norfolk County, Ontario | Ontario | Canada | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | Metal | Deck | Girder | Fixed | 0 | 0 | 1916 | 2012 | Unknown | 7 | 7 | 145 | 44.2 | 545 | 166.12 | 0 | 0 | https://historicbridges.org/ontario/waterfordblack/little_edblasinski-waterfordblackbridge3_small.jpg | https://historicbridges.org/ontario/waterfordblack/little_edblasinski-waterfordblackbridge3.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/waterfordblack/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.932508,-80.304611 | |||||||||
| 8184 | Piasa Creek Railroad Bridge | This is an 1881 stone arch bridge that by 1918 was completely encased in concrete. The technical description of the main or most noteworthy span of the bridge is a 37 ft (11.28 m) stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 39.019912 | -90.246475 | Railroad (Kansas City Southern) | Piasa Creek | Rural | Jersey County, Illinois | Illinois | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 5 | 0 | 0 | 1881 | 1918 | Unknown | 4 | 5 | 37 | 11.28 | 260 | 79.25 | 0 | 0 | https://historicbridges.org/illinois/piasacreekbridge/little_zimg_20210703_155719_small.jpg | https://historicbridges.org/illinois/piasacreekbridge/little_zimg_20210703_155719.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/piasacreekbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.019912,-90.246475 | |||||||||||||||
| 8186 | Deep Cut Lake Road Bridge 2 | Martin County Bridge 50 | This is one of a unique group of six historic truss bridges found along this road. The technical description of the main or most noteworthy span of the bridge is a 102.4 ft (31.21 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 38.678584 | -86.723886 | Deep Cut Lake Road (CR-67) | Beaver Creek | Rural | Martin County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1910 | 0 | Unknown | 7 | 7 | 102.4 | 31.21 | 106.3 | 32.4 | 15.4 | 4.69 | https://historicbridges.org/indiana/deepcut2/little_deepcut2_5318_small.jpg | https://historicbridges.org/indiana/deepcut2/little_deepcut2_5318.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/deepcut2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.678584,-86.723886 | |||||||||||||
| 8187 | Deep Cut Lake Road Bridge 3 | Martin County Bridge 49 | This is one of a unique group of six historic truss bridges found along this road. The technical description of the main or most noteworthy span of the bridge is a 80.7 ft (24.6 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 38.676496 | -86.719868 | Deep Cut Lake Road (CR-67) | Beaver Creek | Rural | Martin County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1905 | 1985 | Unknown | 6 | 6 | 80.7 | 24.6 | 82.4 | 25.12 | 15.7 | 4.79 | https://historicbridges.org/indiana/deepcut3/little_deepcut3_5375_small.jpg | https://historicbridges.org/indiana/deepcut3/little_deepcut3_5375.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/deepcut3/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.676496,-86.719868 | |||||||||||||
| 8188 | Deep Cut Lake Road Bridge 5 | Martin County Bridge 46 | This is one of a unique group of six historic truss bridges found along this road. The technical description of the main or most noteworthy span of the bridge is a 79 ft (24.08 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 38.681867 | -86.715656 | Deep Cut Lake Road (CR-67) | Beaver Creek | Rural | Martin County, Indiana | Indiana | United States | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1900 | 0 | Unknown | 6 | 6 | 79 | 24.08 | 82.4 | 25.12 | 15.7 | 4.79 | https://historicbridges.org/indiana/deepcut5/little_deepcut5_5672_small.jpg | https://historicbridges.org/indiana/deepcut5/little_deepcut5_5672.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/deepcut5/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.681867,-86.715656 | |||||||||||||
| 8189 | Deep Cut Lake Road Bridge 4 | Martin County Bridge 47 | This is one of a unique group of six historic truss bridges found along this road. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 38.679298 | -86.716912 | Deep Cut Lake Road (CR-67) | Beaver Creek | Rural | Martin County, Indiana | Indiana | United States | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1910 | 0 | Unknown | 6 | 6 | 80 | 24.38 | 82.4 | 25.12 | 15.7 | 4.79 | https://historicbridges.org/indiana/deepcut4/little_deepcut4_5486_small.jpg | https://historicbridges.org/indiana/deepcut4/little_deepcut4_5486.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/deepcut4/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.679298,-86.716912 | |||||||||||||
| 8190 | Deep Cut Lake Road Bridge 6 | Martin County Bridge 44 | This is the most unusual of a unique group of six historic truss bridges found along this road. The technical description of the main or most noteworthy span of the bridge is a 37.4 ft (11.4 m) metal rivet-connected Warren (No Verticals) bedstead pony truss, fixed. The bridge was primarily built by Unknown. | 38.690261 | -86.721012 | Deep Cut Lake Road (CR-67) | Beaver Creek | Rural | Martin County, Indiana | Indiana | United States | Metal | Warren (No Verticals) | Rivet-Connected | Bedstead Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 1910 | 1998 | Unknown | 7 | 8 | 37.4 | 11.4 | 40.4 | 12.31 | 12 | 3.66 | https://historicbridges.org/indiana/deepcut6/little_deepcut6_5750_small.jpg | https://historicbridges.org/indiana/deepcut6/little_deepcut6_5750.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/deepcut6/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.690261,-86.721012 | |||||||||||||
| 8191 | Miedema Bridge | West Gap Bridge | One of the first examples of a heritage bridge in Ontario to be relocated and preserved for pedestrian use! The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 42.932359 | -80.306000 | Pedestrian Walkway | Nanticoke Creek (Waterford Pond) | Waterford | Norfolk County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1922 | 2012 | Unknown | 6 | 6 | 0 | 0 | 50 | 15.24 | 0 | 0 | https://historicbridges.org/ontario/waterfordwestgap/little_edblasinski-waterfordwestgapbridge16_small.jpg | https://historicbridges.org/ontario/waterfordwestgap/little_edblasinski-waterfordwestgapbridge5.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/waterfordwestgap/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.932359,-80.306000 | |||||||||||||
| 8192 | Pont Rapides-des-Joachims (Swisha Bridge) | This spectacular riveted truss bridge is the centerpiece of a beautiful, scenic setting. The technical description of the main or most noteworthy span of the bridge is a 225 ft (68.58 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. | 46.191467 | -77.683891 | Highway 635 (Swisha Road), Rue Principale | Ottawa River (Rivière des Outaouais) | Rapides-des-Joachims | Renfrew County, Ontario and Outaouais, Québec | Ontario and Québec | Canada | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 18 | 3 | 0 | 0 | 0 | 0 | Dominion Bridge Company of Montréal, Québec | 8 | 9 | 225 | 68.58 | 430 | 131.06 | 0 | 0 | https://historicbridges.org/ontario/pontrapides/little_20210718_122301_2_small.jpg | https://historicbridges.org/ontario/pontrapides/little_20210718_122301_2.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/pontrapides/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.191467,-77.683891 | ||||||||||||||
| 8193 | Pont Ferroviaire de la Rivière Coulonge (Coulonge River Railway Bridge) | This is an outstanding example of an 1880s railway bridge built by the Dominion Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. | 45.867694 | -76.758194 | Railroad (Cycloparc PPJ Rail Tail) | Rivière Coulonge | Mansfield-et-Pontefract | Outaouais, Québec | Québec | Canada | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 2 | 0 | 0 | 1887 | 0 | Dominion Bridge Company of Montréal, Québec | 8 | 8 | 100 | 30.48 | 355 | 108.2 | 0 | 0 | https://historicbridges.org/quebec/pontiacpacificjunctionrailwaycoulongeriver/little_20210718_153003_small.jpg | https://historicbridges.org/quebec/pontiacpacificjunctionrailwaycoulongeriver/little_20210718_153003.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/pontiacpacificjunctionrailwaycoulongeriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.867694,-76.758194 | ||||||||||||||
| 8194 | Muskoka River Railway Bridge | This is one of two heritage railway deck truss bridges found in this vicinity. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 45.028472 | -79.305389 | Railroad (Canadian National) | South Branch Muskoka River | Bracebridge | Muskoka District, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 8 | 1 | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/cnsouthbranchmuskokariverrail/little_20210717_083524_small.jpg | https://historicbridges.org/ontario/cnsouthbranchmuskokariverrail/little_20210717_083524.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/cnsouthbranchmuskokariverrail/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.028472,-79.305389 | ||||||||||
| 8195 | Magnetawan River Railway Bridge | This classic riveted pony truss railway bridge is hidden away in a wooded area. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 45.564405 | -79.337683 | Railroad (Canadian National) | Magnetawan River | Armour | Parry Sound District, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1939 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/canadiannationalrailwaymagnetawanriver/little_20210717_132606_small.jpg | https://historicbridges.org/ontario/canadiannationalrailwaymagnetawanriver/little_20210717_132606.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/canadiannationalrailwaymagnetawanriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.564405,-79.337683 | ||||||||||||||
| 8196 | Kinmount Bridge | This rivet-connected Parker pony truss bridge stands out as rare in a province since the polygonal Warren truss design was far more common. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Parker pony truss, fixed. The bridge was primarily built by Unknown. | 44.781861 | -78.651611 | Kawartha Lakes Road 121 | Burnt River | Kinmount | Kawartha Lakes City, Ontario | Ontario | Canada | Metal | Parker | Rivet-Connected | Pony | Truss | Fixed | 9 | 1 | 0 | 0 | 1957 | 1994 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/kinmount/little_20210620_152501_small.jpg | https://historicbridges.org/ontario/kinmount/little_20210620_152501.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/kinmount/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.781861,-78.651611 | ||||||||||||||
| 8197 | Howland Junction Bridge | This deck truss bridge also features a timber approach system. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 44.814417 | -78.648972 | Railroad (Haliburton County Rail-Trail) | Kendrick Creek | Minden Hills (Howland) | Haliburton County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 12 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 0 | 1939 | 0 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/howlandjunction/little_20210620_173852_small.jpg | https://historicbridges.org/ontario/howlandjunction/little_20210620_173852.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/howlandjunction/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.814417,-78.648972 | |||||||||||
| 8198 | Irondale River Bridge | This is a fairly large and potentially very old example of a concrete t-beam bridge. The technical description of the main or most noteworthy span of the bridge is a concrete t-beam, fixed. The bridge was primarily built by Unknown. | 44.825417 | -78.564417 | Highway 503 (Abandoned Alignment) | Irondale River | Minden Hills | Haliburton County, Ontario | Ontario | Canada | Concrete | T-Beam | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/highway503baconroadoldalignment/little_20210620_161335_small.jpg | https://historicbridges.org/ontario/highway503baconroadoldalignment/little_20210620_161335.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/highway503baconroadoldalignment/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.825417,-78.564417 | |||||||||||||||||
| 8199 | Byng Inlet Railway Bridge | This is a long, low level deck truss railway bridge. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 45.771838 | -80.515356 | Railroad (Canadian Pacific) | Byng Inlet (Magnetawan River) | Rural | Parry Sound District, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 10 | 5 | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 120 | 36.58 | 880 | 268.22 | 0 | 0 | https://historicbridges.org/ontario/cprailwaybynginletbridge/main_small.jpg | https://historicbridges.org/ontario/cprailwaybynginletbridge/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/cprailwaybynginletbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.771838,-80.515356 | ||||||||||
| 8200 | Henfryn Siding Huron East Railway Bridge | This plate girder bridge has an unusual design and empty holes in the girders may suggest it was built from salvaged and reused girders. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. | 43.690583 | -81.088222 | Railroad (Huron East Rail-Trail) | Middle Maitland River | Rural | Huron County, Ontario | Ontario | Canada | Metal | Deck | Girder | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/henfrynsidinghuroneastrailtrail/little_20210130_155615_small.jpg | https://historicbridges.org/ontario/henfrynsidinghuroneastrailtrail/little_20210130_155615.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/henfrynsidinghuroneastrailtrail/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.690583,-81.088222 | ||||||||||||||||
| 8201 | Old Farm Lane Bridge | This bridge is an example of a genuine military design Bailey truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal double-truss, single-story Bailey pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on a private drive. | 45.806861 | -80.537917 | Old Farm Lane | Still River | Rural | Parry Sound District, Ontario | Ontario | Canada | This bridge is on a private drive. | Metal | Bailey | Double-Truss, Single-Story | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/oldstillriverroadfarmlanebaileybridge/little_20210209_171159_small.jpg | https://historicbridges.org/ontario/oldstillriverroadfarmlanebaileybridge/little_20210209_171159.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/oldstillriverroadfarmlanebaileybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.806861,-80.537917 | |||||||||||||
| 8202 | Grey Highlands Private Farm Lane Bailey Bridge | This bridge is an example of a genuine military design Bailey truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal single-truss, single-story Bailey pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on a private drive. | 44.217139 | -80.516222 | Private Drive | Upper Saugeen River Tributary | Grey Highlands | Grey County, Ontario | Ontario | Canada | This bridge is on a private drive. | Metal | Bailey | Single-Truss, Single-Story | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/greyhighlandsprivatefarmlanebaileybridge/little_20210605_171240_small.jpg | https://historicbridges.org/ontario/greyhighlandsprivatefarmlanebaileybridge/little_20210605_171240.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/greyhighlandsprivatefarmlanebaileybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.217139,-80.516222 | |||||||||||||
| 8203 | Big Creek Railway Bridge | This 1880s stone arch bridge is all but hidden by massive concrete box culverts that were added to widen the bridge. The technical description of the main or most noteworthy span of the bridge is a stone deck arch, fixed. The bridge was primarily built by John Esson. The bridge was primarily designed by J. D. Hawks. | 42.906278 | -80.476389 | Railroad (Michigan Central Railway, Canada Southern Branch) | Big Creek | Rural | Norfolk County, Ontario | Ontario | Canada | Stone | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1885 | 1923 | John Esson | J. D. Hawks | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/southernbranchbigcreekrailarch/little_20210524_112541_small.jpg | https://historicbridges.org/ontario/southernbranchbigcreekrailarch/little_20210524_112541.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/southernbranchbigcreekrailarch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.906278,-80.476389 | |||||||||||||||
| 8204 | Heathcote Bridge | This concrete rigid-frame bridge is unaltered and noted for its span lengths. The technical description of the main or most noteworthy span of the bridge is a concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 44.498263 | -80.493294 | CR-13 (Beaver Valley Road) | Beaver River | Grey Highlands (Heathcote) | Grey County, Ontario | Ontario | Canada | Concrete | Rigid-Frame | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/heathcotebridge/little_20210605_191034_small.jpg | https://historicbridges.org/ontario/heathcotebridge/little_20210605_191034.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/heathcotebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.498263,-80.493294 | |||||||||||||||||
| 8205 | Kipling Avenue Railway Overpass | This railway overpass is noted for its attractive detailing. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. | 43.604812 | -79.519691 | Railroad (Go (Lakeshore West Line), Via Rail, and Canadian National, Etobicoke Yard Spur) | Kipling Avenue | Toronto | Toronto City, Ontario | Ontario | Canada | Concrete | Slab | Fixed | 0 | 2 | Slab | Fixed | 0 | 0 | 1950 | 0 | Unknown | 3 | 3 | 0 | 0 | 74 | 22.56 | 185 | 56.39 | https://historicbridges.org/ontario/kiplingavenuerailoverpass/little_20210507_202626_small.jpg | https://historicbridges.org/ontario/kiplingavenuerailoverpass/little_20210507_202626.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/kiplingavenuerailoverpass/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.604812,-79.519691 | |||||||||||||||
| 8206 | Amable du Rond River Railway Bridge | This high level deck plate girder bridge is in a very remote location. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. | 46.105361 | -78.926000 | Railroad (Abandoned Canadian National) | Amable du Rond River | Rural | Nipissing District, Ontario | Ontario | Canada | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | 0 | 0 | Unknown | 3 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/canadiannorthernrailwayamable/little_20210717_172550_small.jpg | https://historicbridges.org/ontario/canadiannorthernrailwayamable/little_20210717_172550.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/canadiannorthernrailwayamable/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.105361,-78.926000 | ||||||||||||||||
| 8207 | Highway 592 Little East River Bridge 1 | This bridge is one of several examples of a 1910s-1920s small scale concrete slab bridge in Ontario on this road. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. | 45.455862 | -79.248808 | Highway 592 | Little East River | Perry (Novar) | Parry Sound District, Ontario | Ontario | Canada | Concrete | Slab | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/highway592littleeastriver1/little_20210717_105959_small.jpg | https://historicbridges.org/ontario/highway592littleeastriver1/little_20210717_105959.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/highway592littleeastriver1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.455862,-79.248808 | |||||||||||||||||
| 8208 | Highway 592 Little East River Bridge 2 | This bridge is one of several examples of a 1910s-1920s small scale concrete slab bridge in Ontario on this road. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. | 45.460077 | -79.249740 | Highway 592 | Little East River | Perry (Novar) | Parry Sound District, Ontario | Ontario | Canada | Concrete | Slab | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/highway592littleeastriver2/little_20210717_110544_small.jpg | https://historicbridges.org/ontario/highway592littleeastriver2/little_20210717_110544.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/highway592littleeastriver2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.460077,-79.249740 | |||||||||||||||||
| 8209 | Highway 592 Little East River Bridge 3 | This bridge is one of several examples of a 1910s-1920s small scale concrete slab bridge in Ontario on this road. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. | 45.463427 | -79.250127 | Highway 592 | Little East River | Perry (Novar) | Parry Sound District, Ontario | Ontario | Canada | Concrete | Slab | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/highway592littleeastriver3/little_20210717_111348_small.jpg | https://historicbridges.org/ontario/highway592littleeastriver3/little_20210717_111348.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/highway592littleeastriver3/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.463427,-79.250127 | |||||||||||||||||
| 8210 | Highway 592 Little East River Bridge 4 | This bridge is one of several examples of a 1910s-1920s small scale concrete slab bridge in Ontario on this road. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. | 45.484500 | -79.251694 | Highway 592 | Little East River | Perry (Novar) | Parry Sound District, Ontario | Ontario | Canada | Concrete | Slab | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/highway592littleeastriver4/little_20210717_112304_small.jpg | https://historicbridges.org/ontario/highway592littleeastriver4/little_20210717_112304.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/highway592littleeastriver4/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.484500,-79.251694 | |||||||||||||||||
| 8211 | Main Street Bridge | This bridge is an example of a 1910s-1920s small scale concrete slab bridge in Ontario on this road. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. | 45.552778 | -79.224944 | Main Street | Perry Lake Tributary | Kearney | Parry Sound District, Ontario | Ontario | Canada | Concrete | Slab | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/kearneymainstreetcreek/little_20210717_122814_small.jpg | https://historicbridges.org/ontario/kearneymainstreetcreek/little_20210717_122814.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/kearneymainstreetcreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.552778,-79.224944 | |||||||||||||||||
| 8212 | PA-120 Bridge | This bridge is an increasingly rare example of a state standard pony truss that has been rehabilitated rather than demolished. The technical description of the main or most noteworthy span of the bridge is a 112 ft (34.14 m) metal rivet-connected Parker pony truss, fixed. The bridge was primarily built by Welch Construction Company. The bridge was primarily designed by Pennsylvania State Highway Department. | 41.508283 | -78.221537 | PA-120 (Allegany Avenue) | Sinnemahoning Portage Creek | Emporium | Cameron County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Rivet-Connected | Pony | Truss | Fixed | 7 | 1 | 0 | 0 | 1933 | 2011 | Welch Construction Company | Pennsylvania State Highway Department | 5 | 5 | 112 | 34.14 | 116 | 35.36 | 32.2 | 9.81 | https://historicbridges.org/pennsylvania/allegany/little_allegany_5989_small.jpg | https://historicbridges.org/pennsylvania/allegany/little_allegany_5989.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/allegany/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.508283,-78.221537 | |||||||||||||
| 8213 | PA-120 Bridge | This bridge is a rare surviving example of an earlier state standard through truss bridge in Pennsylvania. The technical description of the main or most noteworthy span of the bridge is a 136 ft (41.45 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Central Pennsylvania Construction Company. The bridge was primarily designed by Pennsylvania State Highway Department. | 41.510538 | -78.247096 | PA-120 (4th Street) | Driftwood Branch Sinnemahoning Creek | Emporium | Cameron County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1930 | 2011 | Central Pennsylvania Construction Company | Pennsylvania State Highway Department | 5 | 5 | 136 | 41.45 | 138 | 42.06 | 26.6 | 8.11 | https://historicbridges.org/pennsylvania/driftwoodbranch/little_driftwoodbranch_5905_small.jpg | https://historicbridges.org/pennsylvania/driftwoodbranch/little_driftwoodbranch_5905.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/driftwoodbranch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.510538,-78.247096 | |||||||||||||
| 8214 | Emporium Railroad Bridge | This excellent representative example of a railroad plate girder has been preserved as part of a rail-trail. The technical description of the main or most noteworthy span of the bridge is a 95 ft (28.96 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 41.509582 | -78.245247 | Railroad (West Creek Recreational Rail-Trail) | Driftwood Branch Sinnemahoning Creek | Emporium | Cameron County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 3 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 95 | 28.96 | 290 | 88.39 | 0 | 0 | https://historicbridges.org/pennsylvania/emporiumrr/little_emporiumrr_5890_1_2vib_small.jpg | https://historicbridges.org/pennsylvania/emporiumrr/little_emporiumrr_5890_1_2vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/emporiumrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.509582,-78.245247 | ||||||||||||||||
| 8215 | Stoney Brook Road Bridge | This classic Wrought Iron Bridge Company pony truss serves a private driveway. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. Special note about bridge location: This bridge is on private property. The bridge is visible from the nearby public road. | 41.527736 | -78.215175 | Stoney Brook Road (Private Driveway) | Sinnemahoning Portage Creek | Rural | Cameron County, Pennsylvania | Pennsylvania | United States | This bridge is on private property. The bridge is visible from the nearby public road. | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Wrought Iron Bridge Company of Canton, Ohio | 6 | 8 | 75 | 22.86 | 75 | 22.86 | 0 | 0 | https://historicbridges.org/pennsylvania/pa155private1/little_pa155private1_6214_5_6vib_small.jpg | https://historicbridges.org/pennsylvania/pa155private1/little_pa155private1_6214_5_6vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pa155private1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.527736,-78.215175 | |||||||||||||
| 8216 | Sinnemahoning Portage Creek Private Bridge | This is a rare rivet-connected bowstring pony truss bridge, serving a driveway. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal rivet-connected Bowstring pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on private property. The bridge is visible from the nearby public road. | 41.556278 | -78.205089 | Private Drive | Sinnemahoning Portage Creek | Rural | Cameron County, Pennsylvania | Pennsylvania | United States | This bridge is on private property. The bridge is visible from the nearby public road. | Metal | Bowstring | Rivet-Connected | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 60 | 18.29 | 73 | 22.25 | 0 | 0 | https://historicbridges.org/pennsylvania/pa155private2/little_pa155private2_6148_small.jpg | https://historicbridges.org/pennsylvania/pa155private2/little_pa155private2_6148.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pa155private2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.556278,-78.205089 | |||||||||||||
| 8217 | Kinzua Bridge | Kinzua Viaduct | Although the center-section of this otherwise preserved monumental high level railroad bridge was destroyed in a 2003 tornado, the bridge remains a major regional attraction. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal deck girder, fixed. The bridge was primarily built by Elmira Bridge Company of Elmira, New York. | 41.761591 | -78.588812 | Railroad (Rail-Trail, Former Erie Railroad) | Kinzua Creek | Rural | McKean County, Pennsylvania | Pennsylvania | United States | Metal | Deck | Girder | Fixed | 0 | 21 | 0 | 0 | 1900 | 2011 | Elmira Bridge Company of Elmira, New York | 9 | 9 | 60 | 18.29 | 2053.1 | 625.78 | 0 | 0 | https://historicbridges.org/pennsylvania/kinzua/little_kinzua_5092_3_4vib_small.jpg | https://historicbridges.org/pennsylvania/kinzua/little_kinzua_5092_3_4vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/kinzua/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.761591,-78.588812 | |||||||||||||||
| 8218 | Hosey Dam | Maumee River Dam Bridge | This is one of two dams in Fort Wayne noted for their integral historic bridges used to provide maintenance access to the dam. The technical description of the main or most noteworthy span of the bridge is a 99 ft (30.18 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by L. E. Smith Construction Company. The bridge was primarily designed by Asa Waters Grosvenor of Fort Wayne, Indiana and Charles Brossman. | 41.082513 | -85.115719 | Dam Access | Maumee River | Fort Wayne | Allen County, Indiana | Indiana | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1925 | 0 | L. E. Smith Construction Company | Asa Waters Grosvenor of Fort Wayne, Indiana and Charles Brossman | 6 | 6 | 99 | 30.18 | 241 | 73.46 | 0 | 0 | https://historicbridges.org/indiana/maumeedam/little_maumeedam_0379_small.jpg | https://historicbridges.org/indiana/maumeedam/little_maumeedam_0379.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/maumeedam/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.082513,-85.115719 | |||||||||||||
| 8219 | St. Joe Dam Bridge | This is one of two dams in Fort Wayne noted for their integral historic bridges used to provide maintenance access to the dam. The technical description of the main or most noteworthy span of the bridge is a 52 ft (15.85 m) concrete curved t-beam, fixed. The bridge was primarily built by Charles R. Wermuth and Son of Fort Wayne, Indiana. The bridge was primarily designed by Hoad, Decker, and Drewry of Ann Arbor, Michigan. | 41.112543 | -85.116567 | Dam Access | St. Joseph River | Fort Wayne | Allen County, Indiana | Indiana | United States | Concrete | Curved | T-Beam | Fixed | 0 | 6 | 0 | 0 | 1932 | 0 | Charles R. Wermuth and Son of Fort Wayne, Indiana | Hoad, Decker, and Drewry of Ann Arbor, Michigan | 6 | 6 | 52 | 15.85 | 215 | 65.53 | 0 | 0 | https://historicbridges.org/indiana/stjoedam/little_stjoedam_0175_small.jpg | https://historicbridges.org/indiana/stjoedam/little_stjoedam_0175.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/stjoedam/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.112543,-85.116567 | |||||||||||||||
| 8220 | CR-500 West Bridge | Wells County Bridge 112 | Although it lacks paint, this is otherwise an unaltered Warren pony truss in decent condition. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 40.914974 | -85.319179 | CR-500 West | Eightmile Creek | Rural | Wells County, Indiana | Indiana | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1920 | 0 | Unknown | 5 | 5 | 72 | 21.95 | 76.4 | 23.29 | 17.4 | 5.3 | https://historicbridges.org/indiana/wells112/little_wells112_0898_899_900vib_small.jpg | https://historicbridges.org/indiana/wells112/little_wells112_0898_899_900vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/wells112/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.914974,-85.319179 | |||||||||||||
| 8221 | South County Line Road Bridge | Allen County Bridge 236 | Hidden on a dead-end road cut off by I-69 and today only serving a single house, this bridge has been preserved. The technical description of the main or most noteworthy span of the bridge is a 78 ft (23.77 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 40.917074 | -85.321806 | South County Line Road | Rebecca Knight Drain | Rural | Allen County, Indiana and Wells County, Indiana | Indiana | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1927 | 1999 | Unknown | 5 | 5 | 78 | 23.77 | 86 | 26.21 | 17.7 | 5.39 | https://historicbridges.org/indiana/rebeccaknightdrainbridge/little_zimg_20210702_152701_small.jpg | https://historicbridges.org/indiana/rebeccaknightdrainbridge/little_zimg_20210702_152701.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/rebeccaknightdrainbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.917074,-85.321806 | |||||||||||||
| 8222 | Westview Drive Sidewalk Bridge | Canary Ditch Bridge | This state standard pony truss was relocated and preserved for pedestrian use on a sidewalk. The technical description of the main or most noteworthy span of the bridge is a 70.3 ft (21.43 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Indiana State Highway Commission. | 39.494148 | -86.068368 | Westview Drive Sidewalk | Canary Ditch | Franklin | Johnson County, Indiana | Indiana | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 1928 | 2010 | Unknown | Indiana State Highway Commission | 5 | 5 | 70.3 | 21.43 | 72 | 21.95 | 18.8 | 5.73 | https://historicbridges.org/indiana/canaryditchbridge/little_zimg_20210705_171206_small.jpg | https://historicbridges.org/indiana/canaryditchbridge/little_zimg_20210705_171206.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/canaryditchbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.494148,-86.068368 | ||||||||||||
| 8223 | Friends Creek Road Bridge | Martin County Bridge 67 | This is a rare example of a bedstead truss and also a rare example of a bridge by Brackett Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal pin-connected Pratt bedstead pony truss, fixed. The bridge was primarily built by Brackett Bridge Company of Cincinnati, Ohio. | 38.625470 | -86.900455 | Friends Creek Road (CR-33) | Friends Creek | Rural | Martin County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Bedstead Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1897 | 1992 | Brackett Bridge Company of Cincinnati, Ohio | 8 | 8 | 40 | 12.19 | 45.3 | 13.81 | 12 | 3.66 | https://historicbridges.org/indiana/martin67/little_zimg_20210705_115434_small.jpg | https://historicbridges.org/indiana/martin67/little_zimg_20210705_115434.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/martin67/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.625470,-86.900455 | |||||||||||||
| 8224 | ! | Brickyard Road Bridge | Despite being one of the most unique bridges in the area, this historic bridge is likely headed for the dumpster. The technical description of the main or most noteworthy span of the bridge is a 86 ft (26.21 m) metal rivet-connected Warren (No Verticals) deck truss, fixed. The bridge was primarily built by Unknown. | 38.685096 | -86.883716 | Brickyard Road (Queen Street) | Boggs Creek | Rural | Martin County, Indiana | Indiana | United States | Metal | Warren (No Verticals) | Rivet-Connected | Deck | Truss | Fixed | 6 | 1 | Stone | Segmental | Deck | Arch | Fixed | 0 | 2 | 1913 | 2018 | Unknown | 8 | 8 | 86 | 26.21 | 150.3 | 45.81 | 11.8 | 3.6 | https://historicbridges.org/indiana/martin58/little_martin58_5156_small.jpg | https://historicbridges.org/indiana/martin58/little_martin58_5156.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/martin58/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.685096,-86.883716 | ||||||||
| 8225 | Hart Road Bridge | Martin County Bridge 59 | This bridge with its two unequal spans is a rare example of a multi-span pin-connected pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 61.7 ft (18.81 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Champion Bridge Company of Wilmington, Ohio. | 38.680571 | -86.878663 | Hart Road (CR-450 West) | Boggs Creek | Rural | Martin County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 4 | 1 | 1900 | 1993 | Champion Bridge Company of Wilmington, Ohio | 7 | 7 | 61.7 | 18.81 | 111 | 33.83 | 11.8 | 3.6 | https://historicbridges.org/indiana/hartroad/little_hartroad_4892_small.jpg | https://historicbridges.org/indiana/hartroad/little_hartroad_4892.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/hartroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.680571,-86.878663 | |||||||
| 8227 | Old US-51 Ramsey Creek Bridge | This through truss bridge, bypassed and abandoned in 1954, is also noted for its approach spans with unusual brick railing. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 39.102122 | -89.088678 | US-51 (CR-875 East) (Abandoned Alignment) | Ramsey Creek | Rural | Fayette County, Illinois | Illinois | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 5 | 1 | Concrete | T-Beam | Fixed | 0 | 0 | 1924 | 0 | Unknown | 6 | 6 | 100 | 30.48 | 300 | 91.44 | 0 | 0 | https://historicbridges.org/illinois/oldus51truss/little_zimg_20210703_110715_small.jpg | https://historicbridges.org/illinois/oldus51truss/little_zimg_20210703_110715.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/oldus51truss/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.102122,-89.088678 | |||||||||||
| 8228 | Millersburg Road Bridge | This is an attractive curved t-beam with ornamental railings. The technical description of the main or most noteworthy span of the bridge is a 56 ft (17.07 m) concrete curved t-beam, fixed. The bridge was primarily built by Unknown. | 38.851252 | -89.451193 | Millersburg Road | Railroad (CSX) | Rural | Bond County, Illinois | Illinois | United States | Concrete | Curved | T-Beam | Fixed | 0 | 3 | 0 | 0 | 1943 | 0 | Unknown | 4 | 4 | 56 | 17.07 | 141 | 42.98 | 24 | 7.32 | https://historicbridges.org/illinois/millersburgroadbridge/little_millersburgroadbridge_4033_4_5vib_small.jpg | https://historicbridges.org/illinois/millersburgroadbridge/little_millersburgroadbridge_4033_4_5vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/millersburgroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.851252,-89.451193 | ||||||||||||||||
| 8229 | TR-53A Bridge | Although it is abandoned and missing a deck, this bridge is otherwise unaltered and a locally notable example of its kind. The technical description of the main or most noteworthy span of the bridge is a 59.4 ft (18.11 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 39.600293 | -88.329698 | TR-53A | Flat Branch | Rural | Coles County, Illinois | Illinois | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1895 | 0 | Unknown | 5 | 7 | 59.4 | 18.11 | 60.4 | 18.41 | 13.5 | 4.11 | https://historicbridges.org/illinois/humboldttruss/little_humboldttruss_3502_small.jpg | https://historicbridges.org/illinois/humboldttruss/little_humboldttruss_3502.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/humboldttruss/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.600293,-88.329698 | ||||||||||||||
| 8230 | 2300th Road Bridge | This is an example of a standard plan concrete through girder in Illinois. The technical description of the main or most noteworthy span of the bridge is a 51.2 ft (15.61 m) concrete through girder, fixed. The bridge was primarily built by Unknown. | 39.481684 | -87.929887 | 2300th Road (TR-5) | North Fork Embarrass River | Rural | Clark County, Illinois | Illinois | United States | Concrete | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1909 | 0 | Unknown | 4 | 4 | 51.2 | 15.61 | 53.2 | 16.22 | 14 | 4.27 | https://historicbridges.org/illinois/2300road/little_2300road_2407_8_9vib_small.jpg | https://historicbridges.org/illinois/2300road/little_2300road_2407_8_9vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/2300road/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.481684,-87.929887 | ||||||||||||||||
| 8231 | ! | Albers Lane Bridge | This is an example of a standard plan concrete through girder in Illinois. The technical description of the main or most noteworthy span of the bridge is a 37.1 ft (11.31 m) concrete through girder, fixed. The bridge was primarily built by Unknown. | 38.923901 | -90.056871 | Albers Lane | Rocky Branch Creek | Rural | Madison County, Illinois | Illinois | United States | Concrete | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1928 | 0 | Unknown | 4 | 4 | 37.1 | 11.31 | 40 | 12.19 | 16 | 4.88 | https://historicbridges.org/illinois/albers/little_albers_4417_small.jpg | https://historicbridges.org/illinois/albers/little_albers_4417.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/albers/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.923901,-90.056871 | |||||||||||||||
| 8232 | Hillsboro Road Bridge | This is an example of a standard plan concrete through girder in Illinois. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) concrete through girder, fixed. The bridge was primarily built by Unknown. | 38.972741 | -89.740319 | Hillsboro Road | Silver Creek Tributary | Rural | Madison County, Illinois | Illinois | United States | Concrete | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 4 | 40 | 12.19 | 43 | 13.11 | 17.7 | 5.39 | https://historicbridges.org/illinois/hillsboro/little_hillsboro_4375_6_7vib_small.jpg | https://historicbridges.org/illinois/hillsboro/little_hillsboro_4375_6_7vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/hillsboro/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.972741,-89.740319 | ||||||||||||||||
| 8233 | Broadway Street Bridge | Humboldt Bridge | This uncommon multi-span concrete girder bridge is located on former US-45 alignment. The technical description of the main or most noteworthy span of the bridge is a 41 ft (12.5 m) concrete through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Illinois Division of Highways. | 39.599788 | -88.322072 | Broadway Street | Flat Branch | Humboldt | Coles County, Illinois | Illinois | United States | Concrete | Through | Girder | Fixed | 0 | 2 | 0 | 0 | 1923 | 0 | Unknown | Illinois Division of Highways | 5 | 6 | 41 | 12.5 | 86 | 26.21 | 22.3 | 6.8 | https://historicbridges.org/illinois/humboldtgirder/little_humboldtgirder_3289_small.jpg | https://historicbridges.org/illinois/humboldtgirder/little_humboldtgirder_3289.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/humboldtgirder/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.599788,-88.322072 | ||||||||||||||
| 8234 | Old US-51 Hoffman Creek Bridge | This bypassed and abandoned concrete girder bridge is complimented by historic concrete roadway approaching the bridge. The technical description of the main or most noteworthy span of the bridge is a 51 ft (15.54 m) concrete through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Illinois Division of Highways. | 39.045804 | -89.088332 | US-51 (Abandoned Alignment) | Hoffman Creek | Rural | Fayette County, Illinois | Illinois | United States | Concrete | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1924 | 0 | Unknown | Illinois Division of Highways | 5 | 6 | 51 | 15.54 | 54 | 16.46 | 21.3 | 6.49 | https://historicbridges.org/illinois/oldus51girder/little_oldus51girder_3901_small.jpg | https://historicbridges.org/illinois/oldus51girder/little_oldus51girder_3901.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/oldus51girder/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.045804,-89.088332 | |||||||||||||||
| 8235 | Ratts Bridge | This is an example of a standard plan concrete through girder in Illinois. The technical description of the main or most noteworthy span of the bridge is a 43.3 ft (13.2 m) concrete through girder, fixed. The bridge was primarily built by Zimmerly Bridge Company. | 39.488920 | -87.932600 | CR-150 North | North Fork Embarrass River | Rural | Edgar County, Illinois | Illinois | United States | Concrete | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1926 | 0 | Zimmerly Bridge Company | 4 | 4 | 43.3 | 13.2 | 43.3 | 13.2 | 15.4 | 4.69 | https://historicbridges.org/illinois/ratts/little_ratts_2470_1_2vib_small.jpg | https://historicbridges.org/illinois/ratts/little_ratts_2470_1_2vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/ratts/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.488920,-87.932600 | ||||||||||||||||
| 8236 | State Street Bridge | Schuster Road Bridge | This is an example of a standard plan concrete through girder in Illinois. The technical description of the main or most noteworthy span of the bridge is a 30.8 ft (9.39 m) concrete through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Illinois Division of Highways. | 38.824189 | -89.549129 | State Street (Schuster Road) | Shoal Creek Tributary | Rural | Bond County, Illinois | Illinois | United States | Concrete | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1920 | 0 | Unknown | Illinois Division of Highways | 4 | 4 | 30.8 | 9.39 | 35 | 10.67 | 19.4 | 5.91 | https://historicbridges.org/illinois/pocahontas/little_pocahontas_4108_small.jpg | https://historicbridges.org/illinois/pocahontas/little_pocahontas_4108.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/pocahontas/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.824189,-89.549129 | ||||||||||||||
| 8237 | Humboldt Railroad Bridge | This stone arch has been altered and widened and as such is difficult to see these days. The technical description of the main or most noteworthy span of the bridge is a stone deck arch, fixed. The bridge was primarily built by Unknown. | 39.599743 | -88.321626 | Railroad (Canadian National) | Flat Branch | Humboldt | Coles County, Illinois | Illinois | United States | Stone | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | Unknown | 2 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/humboldtarch/little_humboldtgirder_3334_5_6vib_small.jpg | https://historicbridges.org/illinois/humboldtarch/little_humboldtgirder_3334_5_6vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/humboldtarch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.599743,-88.321626 | ||||||||||||||||
| 8238 | US-45 Flat Branch Bridge | This is a representative example of a curved t-beam bridge in Illinois. The technical description of the main or most noteworthy span of the bridge is a 45.6 ft (13.9 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Unknown. | 39.599586 | -88.324381 | US-45 | Flat Branch | Humboldt | Coles County, Illinois | Illinois | United States | Concrete | Curved | T-Beam | Fixed | 0 | Continuous | 3 | 0 | 0 | 1954 | 0 | Unknown | 2 | 2 | 45.6 | 13.9 | 120 | 36.58 | 30 | 9.14 | https://historicbridges.org/illinois/us45humboldt/little_us45humboldt_3385_small.jpg | https://historicbridges.org/illinois/us45humboldt/little_us45humboldt_3385.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/us45humboldt/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.599586,-88.324381 | |||||||||||||||
| 8239 | Joe Page Bridge | Hardin Bridge | This is a rapidly increasing example of a historic bridge over the Illinois River, and is noted for its lift span as well as its seven fixed through truss spans. The technical description of the main or most noteworthy span of the bridge is a 311 ft (94.79 m) metal rivet-connected Parker through truss, movable: vertical lift. The bridge was primarily built by Illinois Steel Bridge Company of Jacksonville, Illinois. The bridge was primarily designed by Illinois Division of Highways. | 39.160203 | -90.614768 | IL-100 and IL-16 | Illinois River | Hardin | Calhoun County, Illinois and Greene County, Illinois | Illinois | United States | Metal | Parker | Rivet-Connected | Through | Truss | Movable: Vertical Lift | 15 | 1 | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 10 | 15 | 1931 | 2004 | Illinois Steel Bridge Company of Jacksonville, Illinois | Illinois Division of Highways | 8 | 8 | 311 | 94.79 | 2150 | 655.32 | 22 | 6.71 | https://historicbridges.org/illinois/joepagehardin/little_zimg_20210703_152031_small.jpg | https://historicbridges.org/illinois/joepagehardin/little_zimg_20210703_152031.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/joepagehardin/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.160203,-90.614768 | ||||||
| 8240 | 6th Street Bridge | This is one of three tiny stone arch bridges over this creek in this city, all examples of a bridge type that is rare in Illinois. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) stone Segmental deck arch, fixed. The bridge was primarily built by Alexander Briggs of Charleston, Illinois. | 39.492626 | -88.175243 | 6th Street | Town Branch Cassell Creek | Charleston | Coles County, Illinois | Illinois | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1895 | 0 | Alexander Briggs of Charleston, Illinois | 3 | 7 | 20 | 6.1 | 0 | 0 | 30 | 9.14 | https://historicbridges.org/illinois/charleston6th/little_charleston6th_2662_small.jpg | https://historicbridges.org/illinois/charleston6th/little_charleston6th_2662.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/charleston6th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.492626,-88.175243 | |||||||||||||||
| 8241 | 7th Street Bridge | This is one of three tiny stone arch bridges over this creek in this city, all examples of a bridge type that is rare in Illinois. The technical description of the main or most noteworthy span of the bridge is a 19 ft (5.79 m) stone Segmental deck arch, fixed. The bridge was primarily built by Alexander Briggs of Charleston, Illinois. | 39.492458 | -88.174192 | 7th Street | Town Branch Cassell Creek | Charleston | Coles County, Illinois | Illinois | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1895 | 0 | Alexander Briggs of Charleston, Illinois | 3 | 7 | 19 | 5.79 | 0 | 0 | 30.8 | 9.39 | https://historicbridges.org/illinois/charleston7th/little_charleston7th_2599_small.jpg | https://historicbridges.org/illinois/charleston7th/little_charleston7th_2599.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/charleston7th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.492458,-88.174192 | |||||||||||||||
| 8242 | 10th Street Bridge | This is one of three tiny stone arch bridges over this creek in this city, all examples of a bridge type that is rare in Illinois. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) stone Segmental deck arch, fixed. The bridge was primarily built by Alexander Briggs of Charleston, Illinois. | 39.493269 | -88.171413 | 10th Street | Town Branch Cassell Creek | Charleston | Coles County, Illinois | Illinois | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1895 | 0 | Alexander Briggs of Charleston, Illinois | 3 | 7 | 20 | 6.1 | 0 | 0 | 24.8 | 7.56 | https://historicbridges.org/illinois/charleston10th/little_charleston10th_2692_small.jpg | https://historicbridges.org/illinois/charleston10th/little_charleston10th_2692.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/charleston10th/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.493269,-88.171413 | |||||||||||||||
| 8243 | Genczo Overhead Road Bridge | This appears to be a very old example of a concrete highway over railroad bridge. The technical description of the main or most noteworthy span of the bridge is a 30.8 ft (9.39 m) concrete through girder, fixed. The bridge was primarily built by Unknown. | 38.990070 | -89.731397 | Genczo Overhead Road (TR-288) | Railroad (Union Pacific) | Rural | Madison County, Illinois | Illinois | United States | Concrete | Through | Girder | Fixed | 0 | 1 | Concrete | Slab | Fixed | 0 | Continuous | 4 | 1901 | 0 | Unknown | 5 | 5 | 30.8 | 9.39 | 99 | 30.18 | 16 | 4.88 | https://historicbridges.org/illinois/madisoncountyrr/little_madisoncountyrr_4276_7_8vib_small.jpg | https://historicbridges.org/illinois/madisoncountyrr/little_madisoncountyrr_4276_7_8vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/madisoncountyrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.990070,-89.731397 | ||||||||||||
| 8244 | Cairo US-51 Railroad Overpass | This traditional railroad plate girder overpass is noted as a bridge built by American Bridge Company only a couple years after its formation. The technical description of the main or most noteworthy span of the bridge is a 66 ft (20.12 m) metal through girder, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 37.021773 | -89.185736 | Railroad (Canadian National) | US-51 (Ohio River Scenic Byway) | Cairo | Alexander County, Illinois | Illinois | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1903 | 0 | American Bridge Company of New York, New York | 4 | 4 | 66 | 20.12 | 70 | 21.34 | 0 | 0 | https://historicbridges.org/illinois/cairogirder/little_cairogirder_0281_small.jpg | https://historicbridges.org/illinois/cairogirder/little_cairogirder_0281.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/cairogirder/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.021773,-89.185736 | ||||||||||||||||
| 8245 | Mistango River Railway Bridge | This high level plate girder is hidden away in a pristine, remote area. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal deck girder, fixed. The bridge was primarily built by Unknown. | 48.955770 | -80.467409 | Railroad (Abandoned Canadian National) | Mistango River | Rural | Cochrane District, Ontario | Ontario | Canada | Metal | Deck | Girder | Fixed | 0 | 0 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 0 | 1913 | 0 | Unknown | 6 | 7 | 70 | 21.34 | 1214 | 370.03 | 0 | 0 | https://historicbridges.org/ontario/mistangoriver/little_mathieumartel-resized_20210826_125817_909250718237146_small.jpg | https://historicbridges.org/ontario/mistangoriver/little_mathieumartel-resized_20210826_125817_909250718237146.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/mistangoriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.955770,-80.467409 | |||||||||||||
| 8246 | Jacksonboro Railway Bridge | This railway truss bridge is located a bit south of Smooth Rock Falls, and remains in good condition today. The technical description of the main or most noteworthy span of the bridge is a 260 ft (79.25 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 49.247256 | -81.645575 | Railroad (Canadian National) | Mattagami River | Jacksonboro | Cochrane District, Ontario | Ontario | Canada | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 8 | 2 | 0 | 0 | 1910 | 0 | Unknown | 6 | 7 | 260 | 79.25 | 525 | 160.02 | 0 | 0 | https://historicbridges.org/ontario/jacksonboro/little_mathieumartel-20210822_1301192_small.jpg | https://historicbridges.org/ontario/jacksonboro/little_mathieumartel-20210822_1301192.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/jacksonboro/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.247256,-81.645575 | ||||||||||||||
| 8247 | Sideroad 8 East Four Mile Creek Bridge | This bridge appears to be a steel stringer bridge that reused lattice railing from another bridge. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 43.894583 | -80.593250 | Sideroad 8 East | Four Mile Creek Bridge | Rural | Wellington County, Ontario | Ontario | Canada | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 1 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/sideroad8eastfourmilecreek/little_20210626_154123_small.jpg | https://historicbridges.org/ontario/sideroad8eastfourmilecreek/little_20210626_154123.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/sideroad8eastfourmilecreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.894583,-80.593250 | |||||||||||||||||
| 8248 | TC-17 Roney Creek Bridge | This abandoned bridge is an example of a 1910s-1920s small scale concrete slab bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. | 46.182056 | -77.734361 | TC-17 | Roney Creek | Rural | Renfrew County, Ontario | Ontario | Canada | Concrete | Slab | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/highway17oldalignmentroneycreek/little_20210718_113756_small.jpg | https://historicbridges.org/ontario/highway17oldalignmentroneycreek/little_20210718_113756.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/highway17oldalignmentroneycreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.182056,-77.734361 | |||||||||||||||||
| 8249 | CR-838 Bridge | This is a rare example of a lightweight form of Double-Warren truss bridge that was a lightweight, low-cost alternative to more traditional truss bridge designs. The technical description of the main or most noteworthy span of the bridge is a 32 ft (9.75 m) metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Unknown. | 37.820987 | -89.992152 | CR-838 | Saline Creek Tributary | Rural | Perry County, Missouri | Missouri | United States | Metal | Double-Intersection Warren | Rivet-Connected | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 1905 | 1986 | Unknown | 7 | 8 | 32 | 9.75 | 34 | 10.36 | 17.4 | 5.3 | https://historicbridges.org/missouri/cr838/little_zimg_20210704_171436_small.jpg | https://historicbridges.org/missouri/cr838/little_zimg_20210704_171436.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/cr838/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.820987,-89.992152 | ||||||||||||||
| 8250 | Saline Creek Railroad Bridge | This is a classic Pratt through truss railroad bridge. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 37.901594 | -89.977503 | Railroad (BNSF) | Saline Creek | Rural | Ste. Genevieve County, Missouri | Missouri | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | Metal | Deck | Girder | Fixed | 0 | 5 | 0 | 0 | Unknown | 6 | 6 | 125 | 38.1 | 272 | 82.91 | 0 | 0 | https://historicbridges.org/missouri/salinecreekrr/little_salinecreekrr_2702_small.jpg | https://historicbridges.org/missouri/salinecreekrr/little_salinecreekrr_2702.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/salinecreekrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.901594,-89.977503 | ||||||||||
| 8251 | 2nd Street Bridge | This pony truss bridge was built by notable Missouri bridge builder. The technical description of the main or most noteworthy span of the bridge is a 51.8 ft (15.79 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Stupp Brothers Bridge and Iron Company of St. Louis, Missouri. | 37.873856 | -89.940896 | 2nd Street | St. Laurent Creek | St. Mary | Ste. Genevieve County, Missouri | Missouri | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1904 | 0 | Stupp Brothers Bridge and Iron Company of St. Louis, Missouri | 6 | 6 | 51.8 | 15.79 | 55 | 16.76 | 13.8 | 4.21 | https://historicbridges.org/missouri/stmary/little_stmary_2867_small.jpg | https://historicbridges.org/missouri/stmary/little_stmary_2867.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/stmary/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.873856,-89.940896 | ||||||||||||||
| 8252 | Lithium Bridge | Despite some crude repairs, this is an otherwise good representative example of a pin-connected pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. | 37.838889 | -89.884722 | CR-921 | Falls Branch | Rural | Perry County, Missouri | Missouri | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 45 | 13.72 | 45 | 13.72 | 11.8 | 3.6 | https://historicbridges.org/missouri/cr921/little_zimg_20210704_165431_small.jpg | https://historicbridges.org/missouri/cr921/little_zimg_20210704_165431.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/cr921/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.838889,-89.884722 | ||||||||||||||
| 8253 | George B. Stevenson Dam Bridge 2 | This is one of two historic bridges that are an original part of this dam. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck arch, fixed. The bridge was primarily built by Nello L. Teer Company of Durham, North Carolina. The bridge was primarily designed by Gannett Fleming Corddry and Carpenter of Harrisburg, Pennsylvania. | 41.408256 | -78.020219 | Dam Access | First Fork Sinnemahoning Creek | Rural | Cameron County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Rivet-Connected | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1956 | 0 | Nello L. Teer Company of Durham, North Carolina | Gannett Fleming Corddry and Carpenter of Harrisburg, Pennsylvania | 5 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/stevensondam2/little_stevensondam2_7192_small.jpg | https://historicbridges.org/pennsylvania/stevensondam2/little_stevensondam2_7192.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/stevensondam2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.408256,-78.020219 | |||||||||||||
| 8254 | George B. Stevenson Dam Bridge 1 | This is one of two historic bridges that are an original part of this dam. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) concrete rigid-frame, fixed. The bridge was primarily built by Nello L. Teer Company of Durham, North Carolina. The bridge was primarily designed by Gannett Fleming Corddry and Carpenter of Harrisburg, Pennsylvania. | 41.406929 | -78.020677 | Dam Access | First Fork Sinnemahoning Creek | Rural | Cameron County, Pennsylvania | Pennsylvania | United States | Concrete | Rigid-Frame | Fixed | 0 | 4 | 0 | 0 | 1956 | 0 | Nello L. Teer Company of Durham, North Carolina | Gannett Fleming Corddry and Carpenter of Harrisburg, Pennsylvania | 3 | 6 | 65 | 19.81 | 268 | 81.69 | 0 | 0 | https://historicbridges.org/pennsylvania/stevensondam1/little_z_20210522_175619_small.jpg | https://historicbridges.org/pennsylvania/stevensondam1/little_z_20210522_175619.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/stevensondam1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.406929,-78.020677 | ||||||||||||||||
| 8255 | Ridgway Railroad Bridge | This is an outstanding representative example of a classic pin-connected railroad Parker truss. The technical description of the main or most noteworthy span of the bridge is a 185 ft (56.39 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works). | 41.434261 | -78.735839 | Railroad (Buffalo and Pittsburgh) | Clarion River | Ridgway | Elk County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1899 | 0 | A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works) | 7 | 9 | 185 | 56.39 | 189 | 57.61 | 0 | 0 | https://historicbridges.org/pennsylvania/ridgwayrr/little_ridgwayrr_4405_small.jpg | https://historicbridges.org/pennsylvania/ridgwayrr/little_ridgwayrr_4405.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/ridgwayrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.434261,-78.735839 | ||||||||||||||
| 8256 | Sacket Hollow Road Bridge | This bridge is a classic Pratt pony truss with the unique pin caps used by the Groton Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 68 ft (20.73 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. | 41.686526 | -78.391887 | Sacket Hollow Road (TR-373) (Brewer Run Road) | Potato Creek | Rural | McKean County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 2014 | Groton Bridge Company of Groton, New York | 6 | 7 | 68 | 20.73 | 70 | 21.34 | 13 | 3.96 | https://historicbridges.org/pennsylvania/sakett/little_sakett_5455_small.jpg | https://historicbridges.org/pennsylvania/sakett/little_sakett_5455.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/sakett/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.686526,-78.391887 | ||||||||||||||
| 8257 | Flemington Bridge | This state standard through truss bridge continues to carry traffic on a busy two lane highway. The technical description of the main or most noteworthy span of the bridge is a 203 ft (61.87 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. | 41.120729 | -77.473148 | PA-150 (Hogan Boulevard) | Bald Eagle Creek | Flemington | Clinton County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1933 | 1982 | Unknown | Pennsylvania State Highway Department | 5 | 5 | 203 | 61.87 | 205 | 62.48 | 24 | 7.32 | https://historicbridges.org/pennsylvania/pa150baldeagle/little_pa150baldeagle_7633_small.jpg | https://historicbridges.org/pennsylvania/pa150baldeagle/little_pa150baldeagle_7633.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pa150baldeagle/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.120729,-77.473148 | |||||||||||||
| 8258 | Beech Creek Bridge | Beech Creek Veterans Memorial Bridge | This state standard through truss bridge continues to carry traffic on a busy two lane highway. The technical description of the main or most noteworthy span of the bridge is a 144 ft (43.89 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. | 41.074841 | -77.592047 | PA-150 (Eagle Valley Road, Main Street) | Beech Creek | Beech Creek | Clinton County, Pennsylvania and Centre County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1935 | 1994 | Unknown | Pennsylvania State Highway Department | 5 | 5 | 144 | 43.89 | 149 | 45.42 | 33.5 | 10.21 | https://historicbridges.org/pennsylvania/pa150beechcreek/little_z_20210522_203633_small.jpg | https://historicbridges.org/pennsylvania/pa150beechcreek/little_z_20210522_203633.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pa150beechcreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.074841,-77.592047 | ||||||||||||
| 8259 | M-89 Gull Creek Bridge | This trunkline stringer bridge features R4 railings and piers with keyhole designs on them that match the railing posts. The technical description of the main or most noteworthy span of the bridge is a 54.8 ft (16.7 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 42.372104 | -85.402964 | M-89 | Gull Creek | Yorkville | Kalamazoo County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 0 | 0 | 1949 | 0 | Unknown | Michigan State Highway Department | 2 | 3 | 54.8 | 16.7 | 165 | 50.29 | 38 | 11.58 | https://historicbridges.org/michigan/m89yorkville/little_jasonholloway-20210911_155555_small.jpg | https://historicbridges.org/michigan/m89yorkville/little_jasonholloway-20210911_155555.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m89yorkville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.372104,-85.402964 | ||||||||||||||||
| 8261 | Fauquier Railway Bridge | This is a traditional railroad Parker through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 250 ft (76.2 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 49.312918 | -82.041770 | Railroad (Canadian National) | Groundhog River | Fauquier | Cochrane District, Ontario | Ontario | Canada | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 8 | 2 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 250 | 76.2 | 505 | 153.92 | 0 | 0 | https://historicbridges.org/ontario/fauquierrail/little_mathieumartel-20210909_151411_small.jpg | https://historicbridges.org/ontario/fauquierrail/little_mathieumartel-20210909_151411.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/fauquierrail/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.312918,-82.041770 | ||||||||||||||
| 8262 | Abitibi River Railway Bridge | This abandoned high level deck truss is hidden away in a remote and very scenic area. The technical description of the main or most noteworthy span of the bridge is a 220 ft (67.06 m) metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. | 49.019898 | -80.852746 | Railroad (Abandoned Canadian National) | Abitibi River | Rural | Cochrane District, Ontario | Ontario | Canada | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 7 | 2 | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 220 | 67.06 | 820 | 249.94 | 0 | 0 | https://historicbridges.org/ontario/abitibidecktrussrail/little_mathieumartel-20210802_121242_small.jpg | https://historicbridges.org/ontario/abitibidecktrussrail/little_mathieumartel-20210802_121242.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/abitibidecktrussrail/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.019898,-80.852746 | ||||||||||
| 8263 | Irvine Street Footbridge | This is an abandoned riveted pedestrian overpass truss bridge, with the approach at Irvine Street having been removed. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 40.418831 | -79.948448 | Irvine Street | Railroad (CSX) | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/irvinest/little_rick-img_8646_small.jpg | https://historicbridges.org/pennsylvania/irvinest/little_rick-img_8646.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/irvinest/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.418831,-79.948448 | ||||||||||||||
| 8264 | Melanchton Street Footbridge | This is an unusual riveted pedestrian footbridge truss of considerable size. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 40.403684 | -79.943666 | Melanchton Street (Pedestrian Walkway) | Railroad (CSX) | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 14 | 3 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 140 | 42.67 | 362 | 110.34 | 0 | 0 | https://historicbridges.org/pennsylvania/melanchton/little_rick-amelanchtonst2_small.jpg | https://historicbridges.org/pennsylvania/melanchton/little_rick-amelanchtonst2.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/melanchton/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.403684,-79.943666 | ||||||||||||||
| 8265 | Nickler Road Bridge | This representative example of a small-scale t-beam bridge has been bypassed and abandoned. The technical description of the main or most noteworthy span of the bridge is a 28 ft (8.53 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. | 41.523554 | -78.214224 | Nickler Road (TR-330) | Salt Run | Shippen Township | Cameron County, Pennsylvania | Pennsylvania | United States | Concrete | T-Beam | Fixed | 0 | 1 | 0 | 0 | 1929 | 0 | Unknown | Pennsylvania State Highway Department | 1 | 2 | 28 | 8.53 | 30.8 | 9.39 | 23.3 | 7.1 | https://historicbridges.org/pennsylvania/nickler/little_nickler_6346_7_8vib_small.jpg | https://historicbridges.org/pennsylvania/nickler/little_nickler_6346_7_8vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/nickler/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.523554,-78.214224 | ||||||||||||||||
| 8266 | Weaver Road Bridge | This is an excellent example of a highway plate girder bridge that stands out for its lack of alteration. The technical description of the main or most noteworthy span of the bridge is a 93 ft (28.35 m) metal through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. | 41.133824 | -79.152787 | Weaver Road (PA-3003) | Redbank Creek | Rural | Jefferson County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 2 | 0 | 0 | 1938 | 0 | Unknown | Pennsylvania State Highway Department | 4 | 6 | 93 | 28.35 | 192 | 58.52 | 23 | 7.01 | https://historicbridges.org/pennsylvania/weaver/little_weaver_4045_small.jpg | https://historicbridges.org/pennsylvania/weaver/little_weaver_4045.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/weaver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.133824,-79.152787 | |||||||||||||||
| 8267 | Parolori Road Bridge | This is an unaltered example of a small scale concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 49 ft (14.94 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Farris Engineering (Bridge) Company of Pittsburgh, Pennsylvania. | 41.276860 | -78.700851 | Parolori Road (TR-521) | Little Toby Creek | Rural | Elk County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1916 | 0 | Farris Engineering (Bridge) Company of Pittsburgh, Pennsylvania | 4 | 4 | 49 | 14.94 | 49 | 14.94 | 15.4 | 4.69 | https://historicbridges.org/pennsylvania/parolori/little_parolori_4321_small.jpg | https://historicbridges.org/pennsylvania/parolori/little_parolori_4321.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/parolori/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.276860,-78.700851 | |||||||||||||||
| 8268 | CR-212 Bridge | This pony truss is located in an area that floods, although the bridge itself was above the floodwaters during a field visit. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 37.814429 | -89.796308 | CR-212 | Bois Brule Creek | Rural | Perry County, Missouri | Missouri | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | Unknown | 4 | 6 | 60 | 18.29 | 100 | 30.48 | 13.5 | 4.11 | https://historicbridges.org/missouri/cr212/little_cr212_2381_small.jpg | https://historicbridges.org/missouri/cr212/little_cr212_2381.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/cr212/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.814429,-89.796308 | |||||||||||
| 8269 | Old Stable Bridge | This bridge is noted for its ornate design, and arch-like appearance, and was designed as a landmark for the park setting it is located in. The technical description of the main or most noteworthy span of the bridge is a 46.3 ft (14.11 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. | 38.641391 | -90.277894 | Theatre Drive | River des Peres Lagoon | St. Louis | St. Louis City, Missouri | Missouri | United States | Concrete | T-Beam | Fixed | 0 | 1 | 0 | 0 | 1922 | 0 | Unknown | 6 | 7 | 46.3 | 14.11 | 55.8 | 17.01 | 38.4 | 11.7 | https://historicbridges.org/missouri/oldstablebridge/little_oldstablebridge_6137_small.jpg | https://historicbridges.org/missouri/oldstablebridge/little_oldstablebridge_6137.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/oldstablebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.641391,-90.277894 | |||||||||||||||||
| 8270 | Driftwood Branch Sinnemahoning Creek Railroad Bridge | PRR - Buffalo Line Bridge 126.20 | This is one of several railroad truss bridges along this particular railroad line. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 41.451770 | -78.176144 | Railroad (Western New York and Pennsylvania Railroad) | Driftwood Branch Sinnemahoning Creek | Rural | Cameron County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 2 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 140 | 42.67 | 280 | 85.34 | 0 | 0 | https://historicbridges.org/pennsylvania/sinnerr1/little_z_20210522_170740_small.jpg | https://historicbridges.org/pennsylvania/sinnerr1/little_z_20210522_170740.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/sinnerr1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.451770,-78.176144 | |||||||||||||
| 8271 | Driftwood Branch Sinnemahoning Creek Railroad Bridge | This is one of several railroad truss bridges along this particular railroad line. The technical description of the main or most noteworthy span of the bridge is a 145 ft (44.2 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 41.363979 | -78.143849 | Railroad (Western New York and Pennsylvania Railroad) | Driftwood Branch Sinnemahoning Creek | Rural | Cameron County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 2 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 145 | 44.2 | 295 | 89.92 | 0 | 0 | https://historicbridges.org/pennsylvania/sinnerr2/little_sinnerr2_6505_small.jpg | https://historicbridges.org/pennsylvania/sinnerr2/little_sinnerr2_6505.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/sinnerr2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.363979,-78.143849 | ||||||||||||||
| 8272 | Sinnemahoning Railroad Bridge | This is one of several railroad truss bridges along this particular railroad line. The technical description of the main or most noteworthy span of the bridge is a 147 ft (44.81 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Unknown. | 41.318132 | -78.089483 | Railroad (Norfolk Southern) | Sinnemahoning Creek and Railroad Street | Sinnemahoning | Cameron County, Pennsylvania | Pennsylvania | United States | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 8 | 3 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 147 | 44.81 | 441 | 134.42 | 0 | 0 | https://historicbridges.org/pennsylvania/sinnerr3/little_z_20210522_172907_small.jpg | https://historicbridges.org/pennsylvania/sinnerr3/little_z_20210522_172907.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/sinnerr3/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.318132,-78.089483 | ||||||||||||||
| 8273 | L | Renovo Bridge | These couple salvaged and exhibited panels are all that remains of a demolished historic truss footbridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 41.327632 | -77.760530 | Pedestrian Walkway | Railroad (Pennsylvania Railroad) | Renovo | Clinton County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/renovo/little_renovo_7450_small.jpg | https://historicbridges.org/pennsylvania/renovo/little_renovo_7450.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/renovo/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.327632,-77.760530 | |||||||||||||
| 8274 | Johnsonburg Railroad Viaduct | This small viaduct style bridge crosses a variety of features using a variety of span types. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 41.492166 | -78.679443 | Railroad (Buffalo and Pittsburgh Railroad) | West Branch Clarion River, Center Street, and Railroad | Johnsonburg | Elk County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 8 | 1 | Metal | Through | Girder | Fixed | 0 | 0 | 1912 | 0 | Unknown | 6 | 6 | 0 | 0 | 690 | 210.31 | 0 | 0 | https://historicbridges.org/pennsylvania/johnsonburgrr/little_johnsonburgrr_4702_3_4vib_small.jpg | https://historicbridges.org/pennsylvania/johnsonburgrr/little_johnsonburgrr_4702_3_4vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/johnsonburgrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.492166,-78.679443 | ||||||||||
| 8275 | Poor Farm Bridge | Orchard Trail Bridge | This classic riveted pony truss has been left in place for pedestrian use with low-cost repairs enabling this. The technical description of the main or most noteworthy span of the bridge is a 48 ft (14.63 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 41.800760 | -78.461436 | Poor Farm Road | Marvin Creek | Near Smethport | McKean County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1895 | 2014 | Unknown | 5 | 6 | 48 | 14.63 | 48 | 14.63 | 0 | 0 | https://historicbridges.org/pennsylvania/poorfarm/little_poorfarm_5284_5_6vib_small.jpg | https://historicbridges.org/pennsylvania/poorfarm/little_poorfarm_5284_5_6vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/poorfarm/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.800760,-78.461436 | |||||||||||||
| 8276 | Salem IN-56 Bridge | This is a representative example of a state standard concrete arch bridge in Indiana. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Indiana State Highway Commission. | 38.608017 | -86.104248 | IN-56 (Hackberry Street) | Brock Creek | Salem | Washington County, Indiana | Indiana | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1933 | 0 | Unknown | Indiana State Highway Commission | 4 | 3 | 45 | 13.72 | 95 | 28.96 | 36 | 10.97 | https://historicbridges.org/indiana/salem/little_salem_5855_6_7vib_small.jpg | https://historicbridges.org/indiana/salem/little_salem_5855_6_7vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/salem/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.608017,-86.104248 | ||||||||||||||
| 8277 | Columbus People Trail Bridge | Fisher's Fork Brush Creek Bridge, Mill Race Park Bridge | Relocated and preserved on a trail, this tiny pony truss has an unusual design in the context of Indiana. The technical description of the main or most noteworthy span of the bridge is a 39.4 ft (12.01 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Central States Bridge Company of Indianapolis, Indiana. | 39.207831 | -85.930635 | Columbus People Trail | Flatrock River Tributary | Columbus | Bartholomew County, Indiana | Indiana | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 3 | 3 | 0 | 0 | 1908 | 0 | Central States Bridge Company of Indianapolis, Indiana | 5 | 6 | 39.4 | 12.01 | 39.4 | 12.01 | 16 | 4.88 | https://historicbridges.org/indiana/fishersforkbridge/little_fishersforkbridge_6971_small.jpg | https://historicbridges.org/indiana/fishersforkbridge/little_fishersforkbridge_6971.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/fishersforkbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.207831,-85.930635 | |||||||||||||
| 8278 | Grand Tower Pipeline Bridge | This unusual riveted pipeline suspension bridge is one of several similar such bridges in the country. The technical description of the main or most noteworthy span of the bridge is a 2161.5 ft (658.83 m) metal wire cable suspension, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Matthews and Kenan of San Antonio, Texas. | 37.642106 | -89.517462 | Pipeline | Mississippi River | Grand Tower and Wittenberg | Jackson County, Illinois and Perry County, Missouri | Illinois and Missouri | United States | Metal | Wire Cable | Suspension | Fixed | 0 | 1 | 0 | 0 | 1955 | 0 | American Bridge Company of New York, New York | Matthews and Kenan of San Antonio, Texas | 7 | 7 | 2161.5 | 658.83 | 3690 | 1124.71 | 0 | 0 | https://historicbridges.org/illinois/grandtower/little_grandtower_1085_6_7vib_small.jpg | https://historicbridges.org/illinois/grandtower/little_grandtower_1085_6_7vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/grandtower/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.642106,-89.517462 | |||||||||||||||
| 8279 | Cairo Railroad Bridge | This is a very long although relatively late example of a riveted through truss railroad bridge. The technical description of the main or most noteworthy span of the bridge is a 523.5 ft (159.56 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Modjeski and Masters. | 37.023025 | -89.175321 | Railroad (Canadian National) | Mississippi River | Cairo | Alexander County, Illinois, and Ballard County, Kentucky | Illinois and Kentucky | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 16 | 6 | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 9 | 0 | 1952 | 0 | American Bridge Company of New York, New York | Modjeski and Masters | 6 | 6 | 523.5 | 159.56 | 7874 | 2400 | 0 | 0 | https://historicbridges.org/illinois/cairorr/little_cairorr_0122_3_4vib_small.jpg | https://historicbridges.org/illinois/cairorr/little_cairorr_0119_20_21vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/cairorr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.023025,-89.175321 | |||||||
| 8280 | Belden Bridge | Wabash County Bridge 41 | Once an absolutely outstanding example of a rural Luten arch bridge, replacement of the railings with Armco made this bridge look like a modern bridge to drivers. The technical description of the main or most noteworthy span of the bridge is a 96 ft (29.26 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by National Concrete Company of Indianapolis, Indiana. The bridge was primarily designed by Daniel Luten. | 40.842697 | -85.647740 | CR-100N | Wabash River | Rural | Wabash County, Indiana | Indiana | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 4 | 0 | 0 | 0 | 0 | National Concrete Company of Indianapolis, Indiana | Daniel Luten | 5 | 5 | 96 | 29.26 | 415 | 126.49 | 22.3 | 6.8 | https://historicbridges.org/indiana/beldenbridge/little_beldenbridge_1447_small.jpg | https://historicbridges.org/indiana/beldenbridge/little_beldenbridge_1447.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/beldenbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.842697,-85.647740 | |||||||||||||
| 8281 | Historic National Road Clear Creek Bridge | Vigo County Bridge 252 | This overgrown bridge is an example of a state standard concrete arch bridge located on historical National Road alignment. The technical description of the main or most noteworthy span of the bridge is a 42 ft (12.8 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Indiana State Highway Commission. | 39.445813 | -87.497511 | Old US-40 (Historic National Road) | Clear Creek | Rural | Vigo County, Indiana | Indiana | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1922 | 0 | Unknown | Indiana State Highway Commission | 4 | 4 | 42 | 12.8 | 92.2 | 28.1 | 20.3 | 6.19 | https://historicbridges.org/indiana/oldnational/little_oldnational_2218_19_20vib_small.jpg | https://historicbridges.org/indiana/oldnational/little_oldnational_2218_19_20vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/oldnational/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.445813,-87.497511 | |||||||||||||
| 8282 | M-43 Brandywine Creek Bridge | This standard stringer with R4 railings is noted for its steel bents, which are less common than concrete piers in Michigan. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Carl Goodwin and Sons of Allegan, Michigan (Possible Builder). The bridge was primarily designed by Michigan State Highway Department. | 42.302803 | -85.918038 | M-43 | Brandywine Creek | Rural | Van Buren County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 0 | 0 | 1948 | 0 | Carl Goodwin and Sons of Allegan, Michigan (Possible Builder) | Michigan State Highway Department | 2 | 2 | 30 | 9.14 | 86 | 26.21 | 38 | 11.58 | https://historicbridges.org/michigan/m43brandywine/little_jasonholloway_20210705_143510_small.jpg | https://historicbridges.org/michigan/m43brandywine/little_jasonholloway_20210705_143510.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m43brandywine/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.302803,-85.918038 | ||||||||||||||||
| 8283 | 40th Street Bridge | This bridge is noted as a rare surviving example of a bridge with a jack arch deck. The technical description of the main or most noteworthy span of the bridge is a 26 ft (7.92 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.104008 | -85.372225 | 40th Street | Little Portage Creek | Rural | Kalamazoo County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1913 | 0 | Unknown | 1 | 3 | 26 | 7.92 | 28 | 8.53 | 14 | 4.27 | https://historicbridges.org/michigan/littleportage/little_jasonholloway-20210520_172209_small.jpg | https://historicbridges.org/michigan/littleportage/little_jasonholloway-20210520_172209.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/littleportage/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.104008,-85.372225 | |||||||||||||||||
| 8284 | Fieldcrest Drive Bridge | This is an unaltered example of a pre-stressed concrete bridge with R4 railing. The technical description of the main or most noteworthy span of the bridge is a 45.6 ft (13.9 m) pre-stressed concrete box beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 42.470773 | -83.755406 | Fieldcrest Drive | Huron River | Green Oak Township | Livingston County, Michigan | Michigan | United States | Pre-Stressed Concrete | Box Beam | Fixed | 0 | 2 | 0 | 0 | 1961 | 0 | Unknown | Michigan State Highway Department | 1 | 1 | 45.6 | 13.9 | 90.6 | 27.61 | 24 | 7.32 | https://historicbridges.org/michigan/fieldcrestdrive/little_jasonholloway-20210603_134029_small.jpg | https://historicbridges.org/michigan/fieldcrestdrive/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/fieldcrestdrive/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.470773,-83.755406 | ||||||||||||||||
| 8285 | Seitz Drive Bridge | This is a late example of a simple concrete t-beam bridge. The technical description of the main or most noteworthy span of the bridge is a 44 ft (13.41 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Holloway Construction Company of Livonia and Wixom, Michigan and Jramn Associates. The bridge was primarily designed by Michigan State Highway Department. | 42.299155 | -83.961110 | Seitz Drive | Luick Creek | Rural | Washtenaw County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1961 | 0 | Holloway Construction Company of Livonia and Wixom, Michigan and Jramn Associates | Michigan State Highway Department | 1 | 2 | 44 | 13.41 | 44 | 13.41 | 26 | 7.92 | https://historicbridges.org/michigan/seitzdrive/little_jasonholloway-20210603_141515_small.jpg | https://historicbridges.org/michigan/seitzdrive/little_jasonholloway-20210603_141515.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/seitzdrive/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.299155,-83.961110 | ||||||||||||||||
| 8286 | Landingville Railroad Bridge | This is a low level multi-span stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 40.620493 | -76.121091 | Railroad (Reading Blue Mountain and Northern) | Schuylkill River | Landingville | Schuylkill County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 4 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/landingvillerr/little_elainedeutsch_rrlandingville19_small.jpg | https://historicbridges.org/pennsylvania/landingvillerr/little_elainedeutsch_rrlandingville19.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/landingvillerr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.620493,-76.121091 | |||||||||||||||
| 8287 | Canal Street Bridge | Tunnel Road Bridge | This is an unusual highway plate girder bridge. The technical description of the main or most noteworthy span of the bridge is a 69 ft (21.03 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 40.621997 | -76.119100 | Canal Street (Tunnel Road, TR-837) | Schuylkill River | Landingville | Schuylkill County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 2 | 0 | 0 | 1925 | 0 | Unknown | 4 | 4 | 69 | 21.03 | 142 | 43.28 | 18 | 5.49 | https://historicbridges.org/pennsylvania/canalstreet/little_elainedeutsch_canalstreet5_small.jpg | https://historicbridges.org/pennsylvania/canalstreet/little_elainedeutsch_canalstreet5.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/canalstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.621997,-76.119100 | |||||||||||||||
| 8288 | John Bartram Rail-Trail Bridge | This through truss bridge offers an attractive landmark along this rail-trail. The technical description of the main or most noteworthy span of the bridge is a 192 ft (58.52 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 40.570616 | -76.001955 | Railroad (John Bartram Rail-Trail, Schuylkill River Rail-Trail) | Railroad (Reading Blue Mountain and Northern) | West Hamburg | Berks County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 12 | 1 | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | Unknown | 7 | 7 | 192 | 58.52 | 225 | 68.58 | 0 | 0 | https://historicbridges.org/pennsylvania/bartram/little_elainedeutsch_bartram_srtprrtruss10_small.jpg | https://historicbridges.org/pennsylvania/bartram/little_elainedeutsch_bartram_srtprrtruss10.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bartram/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.570616,-76.001955 | |||||||||
| 8289 | Willow Creek Railroad Bridge | This is a small two span concrete arch bridge with extensive fill on top. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 40.426719 | -75.934052 | Railroad (Norfolk Southern) | Willow Creek | Ontelaunee Township | Berks County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/willowcreek/little_elainedeutsch_dsc_4616_small.jpg | https://historicbridges.org/pennsylvania/willowcreek/little_elainedeutsch_dsc_4616.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/willowcreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.426719,-75.934052 | |||||||||||||||
| 8290 | Swamp Road Railroad Overpass | This stone arch overpass has a handsome cut stone arch fascia ring, with the remaining stones of the arch being less cleanly cut. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 40.555804 | -75.993395 | Railroad (Norfolk Southern) | Swamp Road | Near Hamburg | Berks County, Pennsylvania | Pennsylvania | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/swamproad/little_elainedeutsch_rbmnswamproad4_small.jpg | https://historicbridges.org/pennsylvania/swamproad/little_elainedeutsch_rbmnswamproad4.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/swamproad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.555804,-75.993395 | |||||||||||||||
| 8291 | St. Marys Footbridge | This is a lightweight riveted pedestrian footbridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 40.543064 | -84.387961 | Pedestrian Walkway | St. Marys River | St. Marys | Auglaize County, Ohio | Ohio | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 14 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/stmarystruss/little_rick-img_4632_small.jpg | https://historicbridges.org/ohio/stmarystruss/little_rick-img_4632.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/stmarystruss/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.543064,-84.387961 | ||||||||||||||
| 8292 | Muddy Creek Bridge | Although bypassed by a modern bridge, the owners of this private bridge have left this historic pony truss standing. The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on a private drive. | 40.516990 | -84.281080 | Private Drive | Muddy Creek | Rural | Auglaize County, Ohio | Ohio | United States | This bridge is on a private drive. | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 64 | 19.51 | 65 | 19.81 | 20 | 6.1 | https://historicbridges.org/ohio/muddycreek/little_rick-img_4613_small.jpg | https://historicbridges.org/ohio/muddycreek/little_rick-img_4613.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/muddycreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.516990,-84.281080 | |||||||||||||
| 8293 | Spencerville North Footbridge | 3rd Street Bridge | This is one of two simple footbridges pieced together from other parts, particularly the ornate lattice railings possibly of a former highway bridge. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 40.707689 | -84.354714 | Pedestrian Walkway (3rd Street) | Miami and Erie Canal | Spencerville | Allen County, Ohio | Ohio | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | Unknown | 3 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/spencervillenorth/little_rick-img_4800_small.jpg | https://historicbridges.org/ohio/spencervillenorth/little_rick-img_4800.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/spencervillenorth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.707689,-84.354714 | ||||||||||||||||
| 8294 | Spencerville South Footbridge | This is one of two simple footbridges pieced together from other parts, particularly the ornate lattice railings possibly of a former highway bridge. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 40.702138 | -84.357605 | Pedestrian Walkway | Miami and Erie Canal | Spencerville | Allen County, Ohio | Ohio | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 0 | 0 | 0 | 0 | Unknown | 3 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/spencervillesouth/little_rick-img_4736_small.jpg | https://historicbridges.org/ohio/spencervillesouth/little_rick-img_4736.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/spencervillesouth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.702138,-84.357605 | |||||||||||||||||
| 8295 | Elmwood Cemetery Bridge 1 | This is one of three tiny, but highly ornate, arch bridges located in this cemetery. The technical description of the main or most noteworthy span of the bridge is a stone deck arch, fixed. The bridge was primarily built by Unknown. | 42.345855 | -83.017726 | Cemetery Drive | Bloody Run (Parent's Creek) | Detroit | Wayne County, Michigan | Michigan | United States | Stone | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/elmwood1/little_rick-img_8290_small.jpg | https://historicbridges.org/michigan/elmwood1/little_rick-img_8290.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/elmwood1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.345855,-83.017726 | ||||||||||||||||
| 8296 | Elmwood Cemetery Bridge 2 | This is one of three tiny, but highly ornate, arch bridges located in this cemetery. The technical description of the main or most noteworthy span of the bridge is a stone deck arch, fixed. The bridge was primarily built by Unknown. | 42.348016 | -83.019801 | Cemetery Drive | Bloody Run (Parent's Creek) | Detroit | Wayne County, Michigan | Michigan | United States | Stone | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/elmwood2/little_rick-img_8140_small.jpg | https://historicbridges.org/michigan/elmwood2/little_rick-img_8140.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/elmwood2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.348016,-83.019801 | ||||||||||||||||
| 8297 | Elmwood Cemetery Bridge 3 | This is one of three tiny, but highly ornate, arch bridges located in this cemetery. The technical description of the main or most noteworthy span of the bridge is a stone deck arch, fixed. The bridge was primarily built by Unknown. | 42.349503 | -83.021349 | Cemetery Drive | Bloody Run (Parent's Creek) | Detroit | Wayne County, Michigan | Michigan | United States | Stone | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/elmwood3/little_rick-img_8181_small.jpg | https://historicbridges.org/michigan/elmwood3/little_rick-img_8181.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/elmwood3/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.349503,-83.021349 | ||||||||||||||||
| 8298 | Port Perry Union Railroad Bridge | Featuring a wide variety of span types including those found on its long approaches, this unique bridge is difficult to access without a boat. The technical description of the main or most noteworthy span of the bridge is a 400 ft (121.92 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Unknown. | 40.388268 | -79.851961 | Union Railroad | Monongahela River, Turtle Creek, and Various Railroads | Duquesne, North Versailles, and North Braddock | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 14 | 1 | Metal | Baltimore | Pin-Connected | Through | Truss | Fixed | 10 | 0 | 1898 | 0 | Unknown | 8 | 8 | 400 | 121.92 | 2085 | 635.51 | 0 | 0 | https://historicbridges.org/pennsylvania/portperryunionpennsylvania/little_zimg_20211002_130356b_small.jpg | https://historicbridges.org/pennsylvania/portperryunionpennsylvania/little_zimg_20211002_130356b.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/portperryunionpennsylvania/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.388268,-79.851961 | ||||||||
| 8299 | Port Perry Norfolk Southern Railroad Bridge | This is one of two impressive railroad truss bridges that are located in this area that is very difficult to access without a boat. The technical description of the main or most noteworthy span of the bridge is a 409.5 ft (124.82 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 40.387789 | -79.850575 | Railroad (Norfolk Southern) | Monongahela River and Various Railroads | Duquesne and North Versailles | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 11 | 1 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 10 | 12 | 1903 | 0 | American Bridge Company of New York, New York | 8 | 7 | 409.5 | 124.82 | 1731.44 | 527.74 | 0 | 0 | https://historicbridges.org/pennsylvania/portperrynsparker/little_portperrynsparker_3655_small.jpg | https://historicbridges.org/pennsylvania/portperrynsparker/little_portperrynsparker_3655.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/portperrynsparker/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.387789,-79.850575 | ||||||||
| 8300 | Birmingham Bridge | Brady Street Bridge | This is one of two non-historic bridges crossing the big three rivers in downtown Pittsburgh and is only included here for continuity of people wishing to tour the famous downtown Pittsburgh bridges. The technical description of the main or most noteworthy span of the bridge is a 620 ft (188.98 m) metal tied Solid Ribbed through arch, fixed. The bridge was primarily built by Unknown. | 40.433361 | -79.973500 | PA-2085 | Monongahela River | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Solid Ribbed | Tied | Through | Arch | Fixed | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 11 | 1976 | 0 | Unknown | 0 | 0 | 620 | 188.98 | 1662.2 | 506.64 | 93.5 | 28.5 | https://historicbridges.org/pennsylvania/birminghambridge/little_zimg_20211002_163208_small.jpg | https://historicbridges.org/pennsylvania/birminghambridge/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/birminghambridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.433361,-79.973500 | ||||||||||
| 8301 | Veterans Bridge | The ugliest bridge over a river in downtown Pittsburgh, this bridge is only included here for continuity of people wishing to tour the famous downtown Pittsburgh bridges. The technical description of the main or most noteworthy span of the bridge is a 440 ft (134.11 m) metal continuous deck stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 40.449900 | -79.993362 | I-579 | Allegheny River | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Deck | Stringer (Multi-Beam) | Fixed | 0 | Continuous | 1 | 0 | 0 | 1986 | 2012 | Unknown | 0 | 0 | 440 | 134.11 | 1050 | 320.04 | 139 | 42.37 | https://historicbridges.org/pennsylvania/veterans/main_small.jpg | https://historicbridges.org/pennsylvania/veterans/little_main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/veterans/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.449900,-79.993362 | |||||||||||||||
| 8302 | Rocky River Railroad Bridge | This classic railroad deck truss crosses the river in what is today a residential area. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. | 41.484866 | -81.831744 | Railroad (Norfolk Southern) | Rocky River | Rocky River | Cuyahoga County, Ohio | Ohio | United States | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 6 | 2 | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 150 | 45.72 | 695 | 211.84 | 0 | 0 | https://historicbridges.org/ohio/rockyriverrailroad/little_rockyriverrailroad_7544_small.jpg | https://historicbridges.org/ohio/rockyriverrailroad/little_rockyriverrailroad_7544.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/rockyriverrailroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.484866,-81.831744 | ||||||||||
| 8303 | Detroit Avenue Bridge (Approach Spans) | Bridge Building | Although the record-breaking main span of this arch bridge was demolished many years ago, the approach spans at the west end of the bridge were reused as building foundations. The technical description of the main or most noteworthy span of the bridge is a 280 ft (85.34 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Schillinger Brothers Company of Columbus, Ohio. The bridge was primarily designed by Wilbur J. Watson and Associates of Cleveland, Ohio and Alfred M. Felgate. | 41.482898 | -81.832262 | Detroit Avenue (Abandoned Alignment Converted To Building Footprint) | Rocky River | Rocky River | Cuyahoga County, Ohio | Ohio | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 1 | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 5 | 1910 | 0 | Schillinger Brothers Company of Columbus, Ohio | Wilbur J. Watson and Associates of Cleveland, Ohio and Alfred M. Felgate | 6 | 6 | 280 | 85.34 | 708 | 215.8 | 0 | 0 | https://historicbridges.org/ohio/detroitavenue/little_zimg_20211001_131253_small.jpg | https://historicbridges.org/ohio/detroitavenue/little_zimg_20211001_131253.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/detroitavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.482898,-81.832262 | ||||||||
| 8305 | Spring Street Bridge | This bridge is the only surviving Marsh arch bridge in Wisconsin, and thankfully it appears to be in a state of preservation. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) concrete marsh (standard) Rainbow through arch, fixed. The bridge was primarily built by Iowa Bridge Company of Des Moines, Iowa. | 44.936294 | -91.390567 | Spring Street | Duncan Creek | Chippewa Falls | Chippewa County, Wisconsin | Wisconsin | United States | Concrete | Rainbow | Marsh (Standard) | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1916 | 0 | Iowa Bridge Company of Des Moines, Iowa | 7 | 10 | 90 | 27.43 | 93 | 28.35 | 18 | 5.49 | https://historicbridges.org/wisconsin/chippewafallsspring/little_chippewafallsspring_9643_small.jpg | https://historicbridges.org/wisconsin/chippewafallsspring/little_chippewafallsspring_9643.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/chippewafallsspring/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.936294,-91.390567 | ||||||||||||||
| 8306 | ! | Central Street Bridge | This attractive and fairly wide riveted truss bridge is noted for its railings with posts that hint at Art Deco design. The technical description of the main or most noteworthy span of the bridge is a 130.3 ft (39.72 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Clinton Bridge and Iron Works of Clinton, Iowa and A. F. Wagner of Milwaukee, Wisconsin. The bridge was primarily designed by Wisconsin State Highway Commission. | 44.937088 | -91.391200 | Central Street | Duncan Creek | Chippewa Falls | Chippewa County, Wisconsin | Wisconsin | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1934 | 0 | Clinton Bridge and Iron Works of Clinton, Iowa and A. F. Wagner of Milwaukee, Wisconsin | Wisconsin State Highway Commission | 6 | 7 | 130.3 | 39.72 | 134.8 | 41.09 | 30 | 9.14 | https://historicbridges.org/wisconsin/chippewafallscentral/little_zimg_20211017_125052_small.jpg | https://historicbridges.org/wisconsin/chippewafallscentral/little_zimg_20211017_125052.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/chippewafallscentral/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.937088,-91.391200 | ||||||||||||
| 8307 | Tivoli Island Bridge | This is one of the only surviving bowstring bridges in Wisconsin and given the age and rarity of the bridge type is one of the most significant highway bridges in Wisconsin. The technical description of the main or most noteworthy span of the bridge is a 55.7 ft (16.98 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 43.189240 | -88.706494 | Pedestrian Walkway | Rock River (West Channel) | Watertown | Jefferson County, Wisconsin | Wisconsin | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Pony | Truss | Fixed | 6 | 2 | 0 | 0 | 1877 | 0 | King Bridge Company of Cleveland, Ohio | 9 | 10 | 55.7 | 16.98 | 105.5 | 32.16 | 16 | 4.88 | https://historicbridges.org/wisconsin/tivoliisland/little_tivoliisland_5530_small.jpg | https://historicbridges.org/wisconsin/tivoliisland/little_tivoliisland_5530.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/tivoliisland/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.189240,-88.706494 | ||||||||||||||
| 8308 | Manitowoc Rapids Bridge | Mill Road Bridge, Green Bay Road Bridge | This lightweight Pratt truss with laced endposts has been bypassed and left in place for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. | 44.096237 | -87.701728 | Mill Road (Green Bay Road) | Manitowoc River | Manitowoc | Manitowoc County, Wisconsin | Wisconsin | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1887 | 0 | Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin | 8 | 9 | 150 | 45.72 | 151 | 46.02 | 16 | 4.88 | https://historicbridges.org/wisconsin/manitowocrapids/little_manitowocrapids_3835_small.jpg | https://historicbridges.org/wisconsin/manitowocrapids/little_manitowocrapids_3835.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/manitowocrapids/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.096237,-87.701728 | |||||||||||||
| 8309 | Fountain Island Bridge | Lakeside Park Bridge | The trusses of the only known Milwaukee Bridge and Iron bowstring were placed on display after the bridge was for unclear reasons replaced with a new pedestrian bridge. The technical description of the main or most noteworthy span of the bridge is a 67.3 ft (20.51 m) metal multiple-type-connected Bowstring pony truss, fixed. The bridge was primarily built by Milwaukee Bridge and Iron Works of Milwaukee, Wisconsin. | 43.795872 | -88.433314 | Pedestrian Walkway | Exhibit | Fond du Lac | Fond du Lac County, Wisconsin | Wisconsin | United States | Metal | Bowstring | Multiple-Type-Connected | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 1870 | 0 | Milwaukee Bridge and Iron Works of Milwaukee, Wisconsin | 9 | 9 | 67.3 | 20.51 | 67.3 | 20.51 | 10.9 | 3.32 | https://historicbridges.org/wisconsin/fountainisland/little_fountainisland_4078_small.jpg | https://historicbridges.org/wisconsin/fountainisland/little_fountainisland_4078.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/fountainisland/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.795872,-88.433314 | |||||||||||||
| 8310 | Lyndon Bridge | In a state that preserves very few historic bridges, this rare bridge's community came together to support and preserve one of the largest pin-connected truss bridges in the state. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Keefer and Wyncoop. The bridge was primarily designed by R. S. Riser. | 41.711478 | -89.924716 | 6th Avenue (Lyndon Road) | Rock River | Lyndon | Whiteside County, Illinois | Illinois | United States | Metal | Pennsylvania | Pin-Connected | Through | Truss | Fixed | 10 | 3 | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 1894 | 1912 | Keefer and Wyncoop | R. S. Riser | 8 | 10 | 200 | 60.96 | 700 | 213.36 | 18 | 5.49 | https://historicbridges.org/illinois/lyndon/little_zimg_20211015_140958_small.jpg | https://historicbridges.org/illinois/lyndon/little_zimg_20211015_140958.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/lyndon/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.711478,-89.924716 | |||||||
| 8311 | Upper Paris Bridge | Iowa Bridge Number 223020 | This is a spectacular and early example of a Wrought Iron Bridge Company Whipple truss bridge, a design they preferred for long spans. The technical description of the main or most noteworthy span of the bridge is a 158 ft (48.16 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 42.244537 | -91.584691 | Sutton Road | Wapsipinicon River | Paris | Linn County, Iowa | Iowa | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 11 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1879 | 1987 | Wrought Iron Bridge Company of Canton, Ohio | 9 | 9 | 158 | 48.16 | 208 | 63.4 | 14.8 | 4.51 | https://historicbridges.org/iowa/upperparis/little_upperparis_3298_small.jpg | https://historicbridges.org/iowa/upperparis/little_upperparis_3298.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/upperparis/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.244537,-91.584691 | ||||||||||
| 8312 | Chain Lakes Bridge | This stunning two span through truss bridge is today preserved for pedestrian use and is the iconic centerpiece of a park. The technical description of the main or most noteworthy span of the bridge is a 165 ft (50.29 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 42.050110 | -91.775480 | Pedestrian Walkway (Former Chain Bridge Road) | Cedar River | Palo | Linn County, Iowa | Iowa | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 9 | 2 | 0 | 0 | 1884 | 0 | Wrought Iron Bridge Company of Canton, Ohio | 8 | 8 | 165 | 50.29 | 370 | 112.78 | 15 | 4.57 | https://historicbridges.org/iowa/chainlakes/little_chainlakes_2578_small.jpg | https://historicbridges.org/iowa/chainlakes/little_chainlakes_2578.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/chainlakes/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.050110,-91.775480 | ||||||||||||||
| 8313 | Matsell Bridge | Iowa Bridge Number 222050 | This is an unaltered example of an unusual continuous girder that Iowa sometimes built on its roads. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal continuous through girder, fixed. The bridge was primarily built by Amos Melberg Company of Cedar Rapids, Iowa and Illinois Steel Bridge Company of Jacksonville, Illinois. The bridge was primarily designed by Iowa State Highway Commission and E. W. Blumenschein. | 42.130630 | -91.383131 | Matsell Park Road | Wapsipinicon River | Rural | Linn County, Iowa | Iowa | United States | Metal | Through | Girder | Fixed | 0 | Continuous | 3 | 0 | 0 | 1939 | 0 | Amos Melberg Company of Cedar Rapids, Iowa and Illinois Steel Bridge Company of Jacksonville, Illinois | Iowa State Highway Commission and E. W. Blumenschein | 5 | 6 | 140 | 42.67 | 303 | 92.35 | 20 | 6.1 | https://historicbridges.org/iowa/matsell/little_matsell_2698_small.jpg | https://historicbridges.org/iowa/matsell/little_matsell_2758_59_60vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/matsell/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.130630,-91.383131 | |||||||||||||
| 8314 | Bridge Road Bridge | This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 78 ft (23.77 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 40.177611 | -75.987350 | Bridge Road (TR-967) | I-76 (Pennsylvania Turnpike) | Rural | Lancaster County, Pennsylvania | Pennsylvania | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1949 | 0 | Unknown | 1 | 2 | 78 | 23.77 | 88 | 26.82 | 20 | 6.1 | https://historicbridges.org/pennsylvania/turnpike_6bridgeroad/little_pennsylvaniaturnpike_5658_small.jpg | https://historicbridges.org/pennsylvania/turnpike_6bridgeroad/little_pennsylvaniaturnpike_5658.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_6bridgeroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.177611,-75.987350 | |||||||||||||||||
| 8315 | Kline Road Bridge | This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 82 ft (24.99 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 40.242952 | -76.151249 | Kline Road (TR-748) | I-76 (Pennsylvania Turnpike) | Rural | Lancaster County, Pennsylvania | Pennsylvania | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1949 | 0 | Unknown | 1 | 2 | 82 | 24.99 | 92 | 28.04 | 22 | 6.71 | https://historicbridges.org/pennsylvania/turnpike_14kline/little_pennsylvaniaturnpike_5838_small.jpg | https://historicbridges.org/pennsylvania/turnpike_14kline/little_pennsylvaniaturnpike_5838.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_14kline/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.242952,-76.151249 | |||||||||||||||||
| 8316 | Wollups Hill Road Bridge | This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 83 ft (25.3 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 40.244223 | -76.160518 | Wollups Hill Road (TR-670) | I-76 (Pennsylvania Turnpike) | Rural | Lancaster County, Pennsylvania | Pennsylvania | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1949 | 0 | Unknown | 1 | 2 | 83 | 25.3 | 94 | 28.65 | 22 | 6.71 | https://historicbridges.org/pennsylvania/turnpike_15wollupshill/little_pennsylvaniaturnpike_5852_small.jpg | https://historicbridges.org/pennsylvania/turnpike_15wollupshill/little_pennsylvaniaturnpike_5852.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_15wollupshill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.244223,-76.160518 | |||||||||||||||||
| 8317 | Swamp Bridge Road Bridge | This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 82 ft (24.99 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 40.245197 | -76.172461 | Swamp Bridge Road (TR-824) | I-76 (Pennsylvania Turnpike) | Rural | Lancaster County, Pennsylvania | Pennsylvania | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1949 | 0 | Unknown | 1 | 2 | 82 | 24.99 | 93 | 28.35 | 22 | 6.71 | https://historicbridges.org/pennsylvania/turnpike_16swampbridge/little_pennsylvaniaturnpike_5880_small.jpg | https://historicbridges.org/pennsylvania/turnpike_16swampbridge/little_pennsylvaniaturnpike_5880.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_16swampbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.245197,-76.172461 | |||||||||||||||||
| 8318 | North King Street Bridge | This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 81 ft (24.69 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 40.245459 | -76.176617 | North King Street (PA-1047) | I-76 (Pennsylvania Turnpike) | Schoeneck | Lancaster County, Pennsylvania | Pennsylvania | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1950 | 0 | Unknown | 1 | 2 | 81 | 24.69 | 91 | 27.74 | 28 | 8.53 | https://historicbridges.org/pennsylvania/turnpike_17northking/little_pennsylvaniaturnpike_5895_small.jpg | https://historicbridges.org/pennsylvania/turnpike_17northking/little_pennsylvaniaturnpike_5895.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_17northking/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.245459,-76.176617 | |||||||||||||||||
| 8319 | Sandy Hill Road Bridge | This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 85 ft (25.91 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 40.245805 | -76.199870 | Sandy Hill Road (TR-652) | I-76 (Pennsylvania Turnpike) | Rural | Lancaster County, Pennsylvania | Pennsylvania | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1949 | 0 | Unknown | 1 | 2 | 85 | 25.91 | 96 | 29.26 | 22 | 6.71 | https://historicbridges.org/pennsylvania/turnpike_18sandyhill/little_pennsylvaniaturnpike_5912_small.jpg | https://historicbridges.org/pennsylvania/turnpike_18sandyhill/little_pennsylvaniaturnpike_5912.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_18sandyhill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.245805,-76.199870 | |||||||||||||||||
| 8320 | West Girl Scout Road Bridge | This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 78 ft (23.77 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 40.244925 | -76.226702 | West Girl Scout Road (TR-646) | I-76 (Pennsylvania Turnpike) | Rural | Lancaster County, Pennsylvania | Pennsylvania | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1949 | 0 | Unknown | 1 | 2 | 78 | 23.77 | 87 | 26.52 | 20 | 6.1 | https://historicbridges.org/pennsylvania/turnpike_19westgirlscout/little_pennsylvaniaturnpike_5937_small.jpg | https://historicbridges.org/pennsylvania/turnpike_19westgirlscout/little_pennsylvaniaturnpike_5937.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_19westgirlscout/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.244925,-76.226702 | |||||||||||||||||
| 8321 | Forest Hill Road Bridge | This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 40.243829 | -76.233580 | Forest Hill Road (PA-1052) | I-76 (Pennsylvania Turnpike) | Rural | Lancaster County, Pennsylvania | Pennsylvania | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1950 | 0 | Unknown | 1 | 2 | 90 | 27.43 | 101 | 30.78 | 24 | 7.32 | https://historicbridges.org/pennsylvania/turnpike_20foresthill/little_pennsylvaniaturnpike_5955_small.jpg | https://historicbridges.org/pennsylvania/turnpike_20foresthill/little_pennsylvaniaturnpike_5955.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_20foresthill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.243829,-76.233580 | |||||||||||||||||
| 8322 | Kleinfeltersville Road Bridge | This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 84 ft (25.6 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 40.241180 | -76.249482 | Kleinfeltersville Road (PA-1035) | I-76 (Pennsylvania Turnpike) | Rural | Lancaster County, Pennsylvania | Pennsylvania | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1950 | 0 | Unknown | 1 | 2 | 84 | 25.6 | 95 | 28.96 | 28 | 8.53 | https://historicbridges.org/pennsylvania/turnpike_21kleinfeltersville/little_pennsylvaniaturnpike_5976_small.jpg | https://historicbridges.org/pennsylvania/turnpike_21kleinfeltersville/little_pennsylvaniaturnpike_5976.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_21kleinfeltersville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.241180,-76.249482 | |||||||||||||||||
| 8323 | Sun Valley Road Bridge | This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 85 ft (25.91 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 40.239983 | -76.255056 | Sun Valley Road (PA-1043) | I-76 (Pennsylvania Turnpike) | Rural | Lancaster County, Pennsylvania | Pennsylvania | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1950 | 0 | Unknown | 1 | 2 | 85 | 25.91 | 95 | 28.96 | 24 | 7.32 | https://historicbridges.org/pennsylvania/turnpike_22sunvalley/little_pennsylvaniaturnpike_6006_small.jpg | https://historicbridges.org/pennsylvania/turnpike_22sunvalley/little_pennsylvaniaturnpike_6006.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_22sunvalley/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.239983,-76.255056 | |||||||||||||||||
| 8324 | Seglock Road Bridge | This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 83 ft (25.3 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 40.237001 | -76.275176 | Seglock Road (TR-596) | I-76 (Pennsylvania Turnpike) | Rural | Lancaster County, Pennsylvania | Pennsylvania | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1949 | 0 | Unknown | 1 | 2 | 83 | 25.3 | 98 | 29.87 | 22 | 6.71 | https://historicbridges.org/pennsylvania/turnpike_23seglock/little_pennsylvaniaturnpike_6024_small.jpg | https://historicbridges.org/pennsylvania/turnpike_23seglock/little_pennsylvaniaturnpike_6024.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_23seglock/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.237001,-76.275176 | |||||||||||||||||
| 8325 | Furnace Hills Pike Bridge | This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 78 ft (23.77 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 40.235204 | -76.299361 | Furnace Hills Pike (PA-501) | I-76 (Pennsylvania Turnpike) | Rural | Lancaster County, Pennsylvania | Pennsylvania | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1949 | 0 | Unknown | 1 | 2 | 78 | 23.77 | 88 | 26.82 | 38 | 11.58 | https://historicbridges.org/pennsylvania/turnpike_24furnacehills/little_pennsylvaniaturnpike_6051_small.jpg | https://historicbridges.org/pennsylvania/turnpike_24furnacehills/little_pennsylvaniaturnpike_6051.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_24furnacehills/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.235204,-76.299361 | |||||||||||||||||
| 8326 | Bellaire Road Bridge | This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 84 ft (25.6 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 40.207547 | -76.581842 | Bellaire Road (PA-2009) | I-76 (Pennsylvania Turnpike) | Rural | Dauphin County, Pennsylvania | Pennsylvania | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1950 | 0 | Unknown | 1 | 2 | 84 | 25.6 | 93 | 28.35 | 26 | 7.92 | https://historicbridges.org/pennsylvania/turnpike_26bellaire/little_pennsylvaniaturnpike_6096_small.jpg | https://historicbridges.org/pennsylvania/turnpike_26bellaire/little_pennsylvaniaturnpike_6096.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_26bellaire/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.207547,-76.581842 | |||||||||||||||||
| 8327 | ! | North Union Street Bridge | This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 78 ft (23.77 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 40.210109 | -76.735919 | North Union Street (PA-441) | I-76 (Pennsylvania Turnpike) | Middletown | Dauphin County, Pennsylvania | Pennsylvania | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1950 | 0 | Unknown | 1 | 2 | 78 | 23.77 | 87 | 26.52 | 30.5 | 9.3 | https://historicbridges.org/pennsylvania/turnpike_30northunion/little_pennsylvaniaturnpike_6194_small.jpg | https://historicbridges.org/pennsylvania/turnpike_30northunion/little_pennsylvaniaturnpike_6194.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_30northunion/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.210109,-76.735919 | ||||||||||||||||
| 8328 | Lisburn Road Bridge | This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 81 ft (24.69 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 40.198372 | -76.939516 | Lisburn Road (PA-2017) | I-76 (Pennsylvania Turnpike) | Lower Allen Township | Cumberland County, Pennsylvania | Pennsylvania | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1950 | 0 | Unknown | 1 | 2 | 81 | 24.69 | 90 | 27.43 | 36 | 10.97 | https://historicbridges.org/pennsylvania/turnpike_32lisburn/little_pennsylvaniaturnpike_6258_small.jpg | https://historicbridges.org/pennsylvania/turnpike_32lisburn/little_pennsylvaniaturnpike_6258.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_32lisburn/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.198372,-76.939516 | |||||||||||||||||
| 8329 | South Market Street Bridge | This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 85 ft (25.91 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 40.196824 | -76.994621 | South Market Street (PA-114) | I-76 (Pennsylvania Turnpike) | Mechanicsburg | Cumberland County, Pennsylvania | Pennsylvania | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1950 | 0 | Unknown | 1 | 2 | 85 | 25.91 | 98 | 29.87 | 40 | 12.19 | https://historicbridges.org/pennsylvania/turnpike_34southmarket/little_pennsylvaniaturnpike_6297_small.jpg | https://historicbridges.org/pennsylvania/turnpike_34southmarket/little_pennsylvaniaturnpike_6294.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_34southmarket/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.196824,-76.994621 | |||||||||||||||||
| 8330 | South York Street Bridge | This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 78 ft (23.77 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 40.196601 | -77.004631 | South York Street (PA-2013) | I-76 (Pennsylvania Turnpike) | Mechanicsburg | Cumberland County, Pennsylvania | Pennsylvania | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1950 | 0 | Unknown | 1 | 2 | 78 | 23.77 | 90 | 27.43 | 24 | 7.32 | https://historicbridges.org/pennsylvania/turnpike_35southyork/little_pennsylvaniaturnpike_6318_small.jpg | https://historicbridges.org/pennsylvania/turnpike_35southyork/little_pennsylvaniaturnpike_6318.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_35southyork/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.196601,-77.004631 | |||||||||||||||||
| 8331 | Williams Grove Road Bridge | This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 78 ft (23.77 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 40.196323 | -77.017214 | Williams Grove Road (PA-2011) | I-76 (Pennsylvania Turnpike) | Mechanicsburg | Cumberland County, Pennsylvania | Pennsylvania | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1950 | 0 | Unknown | 1 | 2 | 78 | 23.77 | 90 | 27.43 | 40 | 12.19 | https://historicbridges.org/pennsylvania/turnpike_36williamsgrove/little_pennsylvaniaturnpike_6339_small.jpg | https://historicbridges.org/pennsylvania/turnpike_36williamsgrove/little_pennsylvaniaturnpike_6339.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_36williamsgrove/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.196323,-77.017214 | |||||||||||||||||
| 8332 | Biddle Road Bridge | This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 78 ft (23.77 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 40.216879 | -77.088065 | Biddle Road (TR-571) | I-76 (Pennsylvania Turnpike) | Rural | Cumberland County, Pennsylvania | Pennsylvania | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1949 | 0 | Unknown | 1 | 2 | 78 | 23.77 | 87 | 26.52 | 22 | 6.71 | https://historicbridges.org/pennsylvania/turnpike_39biddle/little_pennsylvaniaturnpike_6441_small.jpg | https://historicbridges.org/pennsylvania/turnpike_39biddle/little_pennsylvaniaturnpike_6441.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_39biddle/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.216879,-77.088065 | |||||||||||||||||
| 8333 | Appalachian Drive Bridge | This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 78 ft (23.77 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 40.221027 | -77.102735 | Appalachian Drive (TR-573) | I-76 (Pennsylvania Turnpike) | Rural | Cumberland County, Pennsylvania | Pennsylvania | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1949 | 0 | Unknown | 1 | 2 | 78 | 23.77 | 87 | 26.52 | 22 | 6.71 | https://historicbridges.org/pennsylvania/turnpike_40appalachiandrive/little_pennsylvaniaturnpike_6479_small.jpg | https://historicbridges.org/pennsylvania/turnpike_40appalachiandrive/little_pennsylvaniaturnpike_6479.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_40appalachiandrive/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.221027,-77.102735 | |||||||||||||||||
| 8334 | South Middlesex Road Bridge | This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 92 ft (28.04 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 40.227902 | -77.130842 | South Middlesex Road | I-76 (Pennsylvania Turnpike) | Carlisle | Cumberland County, Pennsylvania | Pennsylvania | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1950 | 0 | Unknown | 1 | 2 | 92 | 28.04 | 103 | 31.39 | 28 | 8.53 | https://historicbridges.org/pennsylvania/turnpike_41southmiddlesex/little_pennsylvaniaturnpike_6504_small.jpg | https://historicbridges.org/pennsylvania/turnpike_41southmiddlesex/little_pennsylvaniaturnpike_6504.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_41southmiddlesex/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.227902,-77.130842 | |||||||||||||||||
| 8335 | Ritchey Road Bridge East | This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 78 ft (23.77 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 39.994146 | -78.326260 | Ritchey Road (PA-1006) | I-76 (Pennsylvania Turnpike) | Rural | Bedford County, Pennsylvania | Pennsylvania | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1939 | 0 | Unknown | 4 | 5 | 78 | 23.77 | 87 | 26.52 | 20 | 6.1 | https://historicbridges.org/pennsylvania/turnpike_45ritcheyeast/little_pennsylvaniaturnpike_6617_small.jpg | https://historicbridges.org/pennsylvania/turnpike_45ritcheyeast/little_pennsylvaniaturnpike_6617.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_45ritcheyeast/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.994146,-78.326260 | |||||||||||||||||
| 8336 | Ritchey Road Bridge West | This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 83 ft (25.3 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 40.001010 | -78.350849 | Ritchey Road (PA-1006) | I-76 (Pennsylvania Turnpike) | Rural | Bedford County, Pennsylvania | Pennsylvania | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1939 | 0 | Unknown | 4 | 5 | 83 | 25.3 | 94.2 | 28.71 | 20 | 6.1 | https://historicbridges.org/pennsylvania/turnpike_46ritcheywest/main_small.jpg | https://historicbridges.org/pennsylvania/turnpike_46ritcheywest/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_46ritcheywest/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.001010,-78.350849 | |||||||||||||||||
| 8338 | Diehl Road Bridge | This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 78 ft (23.77 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 40.028919 | -78.576100 | Diehl Road (TR-453) | I-76 (Pennsylvania Turnpike) | Rural | Bedford County, Pennsylvania | Pennsylvania | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1939 | 0 | Unknown | 4 | 5 | 78 | 23.77 | 87 | 26.52 | 20 | 6.1 | https://historicbridges.org/pennsylvania/turnpike_49diehl/main_small.jpg | https://historicbridges.org/pennsylvania/turnpike_49diehl/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_49diehl/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.028919,-78.576100 | |||||||||||||||||
| 8339 | South Chestnut Street Bridge | This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 88 ft (26.82 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 40.149075 | -75.836307 | South Chestnut Street (Manor Road, PA-82) | I-76 (Pennsylvania Turnpike) | Elverson | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1950 | 0 | Unknown | 1 | 1 | 88 | 26.82 | 92 | 28.04 | 32.5 | 9.91 | https://historicbridges.org/pennsylvania/turnpike_1southchestnut/little_pennsylvaniaturnpike_5513_small.jpg | https://historicbridges.org/pennsylvania/turnpike_1southchestnut/little_pennsylvaniaturnpike_5513.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_1southchestnut/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.149075,-75.836307 | |||||||||||||||||
| 8340 | Twin Valley Road Bridge | This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 86 ft (26.21 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 40.148542 | -75.854450 | Twin Valley Road (TR-382) | I-76 (Pennsylvania Turnpike) | Rural | Chester County, Pennsylvania | Pennsylvania | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1950 | 0 | Unknown | 1 | 1 | 86 | 26.21 | 90 | 27.43 | 22 | 6.71 | https://historicbridges.org/pennsylvania/turnpike_2twinvalley/little_pennsylvaniaturnpike_5543_small.jpg | https://historicbridges.org/pennsylvania/turnpike_2twinvalley/little_pennsylvaniaturnpike_5543.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_2twinvalley/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.148542,-75.854450 | |||||||||||||||||
| 8341 | Cherry Lane Bridge | Morgantown Road Bridge | This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 95 ft (28.96 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 40.160822 | -75.891427 | Cherry Lane (Morgantown Road, PA-10) | I-76 (Pennsylvania Turnpike) | Morgantown | Berks County, Pennsylvania | Pennsylvania | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1950 | 0 | Unknown | 1 | 1 | 95 | 28.96 | 101 | 30.78 | 39 | 11.89 | https://historicbridges.org/pennsylvania/turnpike_4cherrylane/main_small.jpg | https://historicbridges.org/pennsylvania/turnpike_4cherrylane/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_4cherrylane/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.160822,-75.891427 | ||||||||||||||||
| 8342 | Edwards Drive Bridge | This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 81 ft (24.69 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 40.173805 | -75.959628 | Edwards Drive | I-76 (Pennsylvania Turnpike) | Rural | Lancaster County, Pennsylvania | Pennsylvania | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1949 | 0 | Unknown | 1 | 1 | 81 | 24.69 | 89 | 27.13 | 20 | 6.1 | https://historicbridges.org/pennsylvania/turnpike_5edwardsdrive/little_pennsylvaniaturnpike_5627_small.jpg | https://historicbridges.org/pennsylvania/turnpike_5edwardsdrive/little_pennsylvaniaturnpike_5627.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_5edwardsdrive/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.173805,-75.959628 | |||||||||||||||||
| 8343 | North Reading Road Bridge | This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 83 ft (25.3 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 40.223607 | -76.095468 | North Reading Road (PA-272) | I-76 (Pennsylvania Turnpike) | Denver | Lancaster County, Pennsylvania | Pennsylvania | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1949 | 0 | Unknown | 1 | 1 | 83 | 25.3 | 86 | 26.21 | 63.3 | 19.29 | https://historicbridges.org/pennsylvania/turnpike_11northreading/little_pennsylvaniaturnpike_5763_small.jpg | https://historicbridges.org/pennsylvania/turnpike_11northreading/little_pennsylvaniaturnpike_5763.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_11northreading/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.223607,-76.095468 | |||||||||||||||||
| 8344 | East Main Street Bridge | This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 153 ft (46.63 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 40.155962 | -75.872456 | East Main Street (PA-23) | I-76 (Pennsylvania Turnpike) | Morgantown | Berks County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1950 | 0 | Unknown | 1 | 1 | 153 | 46.63 | 157 | 47.85 | 38 | 11.58 | https://historicbridges.org/pennsylvania/turnpike_3eastmain/little_pennsylvaniaturnpike_5571_small.jpg | https://historicbridges.org/pennsylvania/turnpike_3eastmain/little_pennsylvaniaturnpike_5571.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_3eastmain/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.155962,-75.872456 | ||||||||||||||||
| 8345 | Briar Valley Road Bridge | This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 87 ft (26.52 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 40.038330 | -78.501940 | Briar Valley Road (TR-478) | I-76 (Pennsylvania Turnpike) | Bedford | Bedford County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1939 | 1988 | Unknown | 4 | 5 | 87 | 26.52 | 91 | 27.74 | 20 | 6.1 | https://historicbridges.org/pennsylvania/turnpike_47briarvalley/little_pennsylvaniaturnpike_6659_small.jpg | https://historicbridges.org/pennsylvania/turnpike_47briarvalley/little_pennsylvaniaturnpike_6659.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_47briarvalley/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.038330,-78.501940 | ||||||||||||||||
| 8346 | Davis Lane Bridge | This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 107 ft (32.61 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 40.043480 | -78.038480 | Davis Lane (TR-423) | I-76 (Pennsylvania Turnpike) | Rural | Fulton County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1939 | 0 | Unknown | 4 | 5 | 107 | 32.61 | 110 | 33.53 | 20 | 6.1 | https://historicbridges.org/pennsylvania/turnpike_44davislane/main_small.jpg | https://historicbridges.org/pennsylvania/turnpike_44davislane/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_44davislane/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.043480,-78.038480 | ||||||||||||||||
| 8347 | Great Cove Road Bridge | This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 118 ft (35.97 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 40.046638 | -77.964450 | Great Cove Road (US-522) | I-76 (Pennsylvania Turnpike) | Rural | Fulton County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1939 | 1991 | Unknown | 4 | 5 | 118 | 35.97 | 122 | 37.19 | 22 | 6.71 | https://historicbridges.org/pennsylvania/turnpike_43greatcoveus522/little_pennsylvaniaturnpike_6554_small.jpg | https://historicbridges.org/pennsylvania/turnpike_43greatcoveus522/little_pennsylvaniaturnpike_6554.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_43greatcoveus522/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.046638,-77.964450 | ||||||||||||||||
| 8348 | Fort Littleton Interchange Bridge | This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 108 ft (32.92 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 40.051730 | -77.959110 | Fort Littleton Interchange Ramps (Great Cove Road / US-522 Access) | I-76 (Pennsylvania Turnpike) | Rural | Fulton County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1939 | 1990 | Unknown | 4 | 5 | 108 | 32.92 | 124 | 37.8 | 17 | 5.18 | https://historicbridges.org/pennsylvania/turnpike_42fortlittletoninterchange/little_pennsylvaniaturnpike_6527_small.jpg | https://historicbridges.org/pennsylvania/turnpike_42fortlittletoninterchange/little_pennsylvaniaturnpike_6527.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_42fortlittletoninterchange/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.051730,-77.959110 | ||||||||||||||||
| 8349 | West Trindle Road Bridge | This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 115 ft (35.05 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 40.202867 | -77.042719 | West Trindle Road (PA-641) | I-76 (Pennsylvania Turnpike) | Mechanicsburg | Cumberland County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1949 | 0 | Unknown | 1 | 2 | 115 | 35.05 | 119 | 36.27 | 40 | 12.19 | https://historicbridges.org/pennsylvania/turnpike_38westtrindle/little_pennsylvaniaturnpike_6407_small.jpg | https://historicbridges.org/pennsylvania/turnpike_38westtrindle/little_pennsylvaniaturnpike_6407.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_38westtrindle/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.202867,-77.042719 | ||||||||||||||||
| 8350 | Panorama Drive Bridge | This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 94.2 ft (28.71 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 40.210638 | -76.045197 | Panorama Drive (TR-959) | I-76 (Pennsylvania Turnpike) | Rural | Lancaster County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1949 | 0 | Unknown | 1 | 2 | 94.2 | 28.71 | 96 | 29.26 | 22 | 6.71 | https://historicbridges.org/pennsylvania/turnpike_7panoramadrive/little_pennsylvaniaturnpike_5678_small.jpg | https://historicbridges.org/pennsylvania/turnpike_7panoramadrive/little_pennsylvaniaturnpike_5678.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_7panoramadrive/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.210638,-76.045197 | ||||||||||||||||
| 8351 | Dry Tavern Road Bridge | This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 40.212991 | -76.057523 | Dry Tavern Road (PA-897) | I-76 (Pennsylvania Turnpike) | Rural | Lancaster County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1950 | 0 | Unknown | 1 | 2 | 100 | 30.48 | 105 | 32 | 30 | 9.14 | https://historicbridges.org/pennsylvania/turnpike_8drytavern/little_pennsylvaniaturnpike_5699_small.jpg | https://historicbridges.org/pennsylvania/turnpike_8drytavern/little_pennsylvaniaturnpike_5699.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_8drytavern/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.212991,-76.057523 | ||||||||||||||||
| 8352 | South Muddy Creek Road Bridge | This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 40.217404 | -76.079263 | South Muddy Creek Road (PA-1059) | I-76 (Pennsylvania Turnpike) | Denver | Lancaster County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1950 | 0 | Unknown | 1 | 2 | 110 | 33.53 | 115 | 35.05 | 24 | 7.32 | https://historicbridges.org/pennsylvania/turnpike_9southmuddycreek/little_pennsylvaniaturnpike_5730_small.jpg | https://historicbridges.org/pennsylvania/turnpike_9southmuddycreek/little_pennsylvaniaturnpike_5730.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_9southmuddycreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.217404,-76.079263 | ||||||||||||||||
| 8353 | Pepperidge Farm Drive Bridge | This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 98 ft (29.87 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 40.221922 | -76.091212 | Pepperidge Farm Drive | I-76 (Pennsylvania Turnpike) | Denver | Lancaster County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1949 | 1990 | Unknown | 1 | 2 | 98 | 29.87 | 102 | 31.09 | 36 | 10.97 | https://historicbridges.org/pennsylvania/turnpike_10pepperidgefarm/little_pennsylvaniaturnpike_5744_small.jpg | https://historicbridges.org/pennsylvania/turnpike_10pepperidgefarm/little_pennsylvaniaturnpike_5744.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_10pepperidgefarm/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.221922,-76.091212 | ||||||||||||||||
| 8354 | 5th Street Bridge | This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 87 ft (26.52 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 40.239488 | -76.133181 | 5th Street | I-76 (Pennsylvania Turnpike) | Denver | Lancaster County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1949 | 0 | Unknown | 1 | 2 | 87 | 26.52 | 89 | 27.13 | 22 | 6.71 | https://historicbridges.org/pennsylvania/turnpike_12fifthstreet/little_pennsylvaniaturnpike_5780_small.jpg | https://historicbridges.org/pennsylvania/turnpike_12fifthstreet/little_pennsylvaniaturnpike_5777.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_12fifthstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.239488,-76.133181 | ||||||||||||||||
| 8355 | 6th Street Bridge | This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 86 ft (26.21 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 40.239926 | -76.134914 | 6th Street (PA-1045) | I-76 (Pennsylvania Turnpike) | Denver | Lancaster County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1950 | 0 | Unknown | 1 | 2 | 86 | 26.21 | 88 | 26.82 | 34.8 | 10.61 | https://historicbridges.org/pennsylvania/turnpike_13sixthstreet/little_pennsylvaniaturnpike_5787_small.jpg | https://historicbridges.org/pennsylvania/turnpike_13sixthstreet/little_pennsylvaniaturnpike_5787.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_13sixthstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.239926,-76.134914 | ||||||||||||||||
| 8356 | US-322 Bridge | This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 145 ft (44.2 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 40.232922 | -76.324162 | US-322 | I-76 (Pennsylvania Turnpike) | Rural | Lancaster County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1949 | 0 | Unknown | 1 | 2 | 145 | 44.2 | 153 | 46.63 | 38 | 11.58 | https://historicbridges.org/pennsylvania/turnpike_25us322/little_pennsylvaniaturnpike_6069_small.jpg | https://historicbridges.org/pennsylvania/turnpike_25us322/little_pennsylvaniaturnpike_6069.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_25us322/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.232922,-76.324162 | ||||||||||||||||
| 8357 | Old Hershey Road Bridge | This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 89 ft (27.13 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 40.209142 | -76.619661 | Old Hershey Road (TR-602) | I-76 (Pennsylvania Turnpike) | Rural | Dauphin County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1949 | 0 | Unknown | 1 | 2 | 89 | 27.13 | 94 | 28.65 | 22.3 | 6.8 | https://historicbridges.org/pennsylvania/turnpike_27oldhershey/little_pennsylvaniaturnpike_6108_small.jpg | https://historicbridges.org/pennsylvania/turnpike_27oldhershey/little_pennsylvaniaturnpike_6108.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_27oldhershey/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.209142,-76.619661 | ||||||||||||||||
| 8358 | Colebrook Road Bridge | This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 139 ft (42.37 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 40.209028 | -76.657836 | Colebrook Road (PA-341) | I-76 (Pennsylvania Turnpike) | Rural | Dauphin County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1950 | 0 | Unknown | 1 | 2 | 139 | 42.37 | 144 | 43.89 | 30 | 9.14 | https://historicbridges.org/pennsylvania/turnpike_28coalbrook/main_small.jpg | https://historicbridges.org/pennsylvania/turnpike_28coalbrook/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_28coalbrook/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.209028,-76.657836 | ||||||||||||||||
| 8359 | Roundtop Road Bridge | This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 97 ft (29.57 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 40.206281 | -76.693168 | Roundtop Road (PA-2005) | I-76 (Pennsylvania Turnpike) | Rural | Dauphin County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1950 | 0 | Unknown | 1 | 2 | 97 | 29.57 | 102 | 31.09 | 30 | 9.14 | https://historicbridges.org/pennsylvania/turnpike_29roundtop/little_pennsylvaniaturnpike_6162_small.jpg | https://historicbridges.org/pennsylvania/turnpike_29roundtop/little_pennsylvaniaturnpike_6162.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_29roundtop/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.206281,-76.693168 | ||||||||||||||||
| 8360 | Sheepford Road Bridge | This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 84 ft (25.6 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 40.195721 | -76.924696 | Sheepford Road (TR-646) | I-76 (Pennsylvania Turnpike) | Lower Allen Township | Cumberland County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1950 | 0 | Unknown | 1 | 2 | 84 | 25.6 | 89 | 27.13 | 22 | 6.71 | https://historicbridges.org/pennsylvania/turnpike_31sheepford/main_small.jpg | https://historicbridges.org/pennsylvania/turnpike_31sheepford/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_31sheepford/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.195721,-76.924696 | ||||||||||||||||
| 8361 | Rossmoyne Road Bridge | This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 96 ft (29.26 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 40.199791 | -76.949334 | Rossmoyne Road | I-76 (Pennsylvania Turnpike) | Lower Allen Township | Cumberland County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1949 | 0 | Unknown | 1 | 2 | 96 | 29.26 | 101 | 30.78 | 24 | 7.32 | https://historicbridges.org/pennsylvania/turnpike_33rossmoyne/little_pennsylvaniaturnpike_6276_small.jpg | https://historicbridges.org/pennsylvania/turnpike_33rossmoyne/little_pennsylvaniaturnpike_6276.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_33rossmoyne/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.199791,-76.949334 | ||||||||||||||||
| 8362 | Eppley Road Bridge | This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 81 ft (24.69 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 40.196596 | -77.022946 | Eppley Road (TR-568) | I-76 (Pennsylvania Turnpike) | Rural | Cumberland County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1950 | 0 | Unknown | 1 | 2 | 81 | 24.69 | 87 | 26.52 | 22 | 6.71 | https://historicbridges.org/pennsylvania/turnpike_37eppley/little_pennsylvaniaturnpike_6366_small.jpg | https://historicbridges.org/pennsylvania/turnpike_37eppley/little_pennsylvaniaturnpike_6366.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_37eppley/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.196596,-77.022946 | ||||||||||||||||
| 8363 | Seven Lakes Drive Bridge | This is an example of a historic overpass bridge on this section of the Palisades Interstate Parkway. The technical description of the main or most noteworthy span of the bridge is a 43 ft (13.11 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 41.309307 | -74.024529 | Seven Lakes Drive | Palisades Interstate Parkway (NY-987C) | Rural | Orange County, New York | New York | United States | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1952 | 0 | Unknown | 1 | 2 | 43 | 13.11 | 100 | 30.48 | 36 | 10.97 | https://historicbridges.org/newyork/palisades_0asevenlakes/little_palisadesparkway_8673_small.jpg | https://historicbridges.org/newyork/palisades_0asevenlakes/little_palisadesparkway_8673.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/palisades_0asevenlakes/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.309307,-74.024529 | |||||||||||||||
| 8364 | Anthony Wayne Drive Bridge | This is an example of a historic overpass bridge on this section of the Palisades Interstate Parkway. The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) concrete (stone faced) continuous rigid-frame, fixed. The bridge was primarily built by Unknown. | 41.298577 | -74.030439 | Anthony Wayne Drive | Palisades Interstate Parkway (NY-987C) | Rural | Orange County, New York | New York | United States | Concrete (Stone Faced) | Rigid-Frame | Fixed | 0 | Continuous | 2 | 0 | 0 | 1953 | 0 | Unknown | 1 | 2 | 64 | 19.51 | 139 | 42.37 | 34 | 10.36 | https://historicbridges.org/newyork/palisades_0banthonywaye/little_palisadesparkway_8685_small.jpg | https://historicbridges.org/newyork/palisades_0banthonywaye/little_palisadesparkway_8685.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/palisades_0banthonywaye/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.298577,-74.030439 | ||||||||||||||||
| 8365 | Lake Welch Parkway Bridge | This is an example of a historic overpass bridge on this section of the Palisades Interstate Parkway. The technical description of the main or most noteworthy span of the bridge is a 73.8 ft (22.49 m) concrete (stone faced) rigid-frame, fixed. The bridge was primarily built by Unknown. | 41.248885 | -74.039213 | Lake Welch Parkway | Palisades Interstate Parkway (NY-987C) (Southbound) | Rural | Rockland County, New York | New York | United States | Concrete (Stone Faced) | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1951 | 0 | Unknown | 1 | 2 | 73.8 | 22.49 | 83 | 25.3 | 18 | 5.49 | https://historicbridges.org/newyork/palisades_1lakewelchdrive/little_palisadesparkway1_8805_small.jpg | https://historicbridges.org/newyork/palisades_1lakewelchdrive/little_palisadesparkway1_8805.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/palisades_1lakewelchdrive/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.248885,-74.039213 | |||||||||||||||||
| 8366 | Gate Hill Road Bridge | This is an example of a historic overpass bridge on this section of the Palisades Interstate Parkway. The technical description of the main or most noteworthy span of the bridge is a 63 ft (19.2 m) concrete (stone faced) continuous rigid-frame, fixed. The bridge was primarily built by Unknown. | 41.235145 | -74.033746 | Gate Hill Road (CR-106) | Palisades Interstate Parkway (NY-987C) | Stony Point | Rockland County, New York | New York | United States | Concrete (Stone Faced) | Rigid-Frame | Fixed | 0 | Continuous | 2 | 0 | 0 | 1951 | 0 | Unknown | 1 | 2 | 63 | 19.2 | 139 | 42.37 | 34 | 10.36 | https://historicbridges.org/newyork/palisades_2gatehill/little_palisadesparkway1_8815_small.jpg | https://historicbridges.org/newyork/palisades_2gatehill/little_palisadesparkway1_8815.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/palisades_2gatehill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.235145,-74.033746 | ||||||||||||||||
| 8367 | NY-45 Bridge | This is an example of a historic overpass bridge on this section of the Palisades Interstate Parkway. The technical description of the main or most noteworthy span of the bridge is a 57.7 ft (17.59 m) concrete (stone faced) continuous rigid-frame, fixed. The bridge was primarily built by Unknown. | 41.172016 | -74.032748 | NY-45 | Palisades Interstate Parkway (NY-987C) | Ramapo | Rockland County, New York | New York | United States | Concrete (Stone Faced) | Rigid-Frame | Fixed | 0 | Continuous | 2 | 0 | 0 | 1955 | 0 | Unknown | 1 | 2 | 57.7 | 17.59 | 122 | 37.19 | 40 | 12.19 | https://historicbridges.org/newyork/palisades_3ny45/little_palisadesparkway1_8863_small.jpg | https://historicbridges.org/newyork/palisades_3ny45/little_palisadesparkway1_8863.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/palisades_3ny45/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.172016,-74.032748 | ||||||||||||||||
| 8368 | Clarkstown Road Bridge | This is an example of a historic overpass bridge on this section of the Palisades Interstate Parkway. The technical description of the main or most noteworthy span of the bridge is a 54.8 ft (16.7 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 41.137866 | -74.017772 | Clarkstown Road (CR-35A) | Palisades Interstate Parkway (NY-987C) | Clarkstown | Rockland County, New York | New York | United States | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1953 | 0 | Unknown | 1 | 2 | 54.8 | 16.7 | 280 | 85.34 | 0 | 0 | https://historicbridges.org/newyork/palisades_4clarkstown/little_palisadesparkway1_8898_small.jpg | https://historicbridges.org/newyork/palisades_4clarkstown/little_palisadesparkway1_8898.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/palisades_4clarkstown/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.137866,-74.017772 | |||||||||||||||
| 8369 | Middletown Road Bridge | This is an example of a historic overpass bridge on this section of the Palisades Interstate Parkway. The technical description of the main or most noteworthy span of the bridge is a 59.7 ft (18.2 m) concrete (stone faced) continuous rigid-frame, fixed. The bridge was primarily built by Unknown. | 41.121510 | -74.007734 | Middletown Road (Little Tor Road) | Palisades Interstate Parkway (NY-987C) | Clarkstown | Rockland County, New York | New York | United States | Concrete (Stone Faced) | Rigid-Frame | Fixed | 0 | Continuous | 2 | 0 | 0 | 1953 | 0 | Unknown | 1 | 2 | 59.7 | 18.2 | 140 | 42.67 | 36.7 | 11.19 | https://historicbridges.org/newyork/palisades_5middletown/little_palisadesparkway1_8932_small.jpg | https://historicbridges.org/newyork/palisades_5middletown/little_palisadesparkway1_8932.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/palisades_5middletown/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.121510,-74.007734 | ||||||||||||||||
| 8370 | Ludvigh Road Bridge | This is an example of a historic overpass bridge on this section of the Palisades Interstate Parkway. The technical description of the main or most noteworthy span of the bridge is a 69.6 ft (21.21 m) concrete (stone faced) continuous Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 41.109045 | -73.999191 | Ludvigh Road | Palisades Interstate Parkway (NY-987C) | Clarkstown | Rockland County, New York | New York | United States | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | Continuous | 2 | 0 | 0 | 1953 | 0 | Unknown | 1 | 2 | 69.6 | 21.21 | 140 | 42.67 | 34 | 10.36 | https://historicbridges.org/newyork/palisades_6ludvigh/little_palisadesparkway1_8955_small.jpg | https://historicbridges.org/newyork/palisades_6ludvigh/little_palisadesparkway1_8955.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/palisades_6ludvigh/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.109045,-73.999191 | ||||||||||||||
| 8371 | NY-304 Bridge | This is an example of a historic overpass bridge on this section of the Palisades Interstate Parkway. The technical description of the main or most noteworthy span of the bridge is a 69 ft (21.03 m) concrete (stone faced) continuous rigid-frame, fixed. The bridge was primarily built by Unknown. | 41.106390 | -73.996578 | NY-304 | Palisades Interstate Parkway (NY-987C) | Clarkstown | Rockland County, New York | New York | United States | Concrete (Stone Faced) | Rigid-Frame | Fixed | 0 | Continuous | 2 | 0 | 0 | 1955 | 1976 | Unknown | 1 | 2 | 69 | 21.03 | 139 | 42.37 | 81 | 24.69 | https://historicbridges.org/newyork/palisades_7ny304/little_palisadesparkway1_8977_small.jpg | https://historicbridges.org/newyork/palisades_7ny304/little_palisadesparkway1_8977.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/palisades_7ny304/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.106390,-73.996578 | ||||||||||||||||
| 8372 | NY-59 Bridge | This is an example of a historic overpass bridge on this section of the Palisades Interstate Parkway. The technical description of the main or most noteworthy span of the bridge is a 52.8 ft (16.09 m) concrete (stone faced) continuous rigid-frame, fixed. The bridge was primarily built by Unknown. | 41.090719 | -73.990598 | NY-59 | Palisades Interstate Parkway (NY-987C) | Clarkstown | Rockland County, New York | New York | United States | Concrete (Stone Faced) | Rigid-Frame | Fixed | 0 | Continuous | 2 | 0 | 0 | 1955 | 0 | Unknown | 1 | 2 | 52.8 | 16.09 | 59 | 17.98 | 79.4 | 24.2 | https://historicbridges.org/newyork/palisades_8ny59/little_palisadesparkway1_8995_small.jpg | https://historicbridges.org/newyork/palisades_8ny59/little_palisadesparkway1_8995.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/palisades_8ny59/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.090719,-73.990598 | ||||||||||||||||
| 8373 | Palisades Interstate Parkway Railroad Bridge | This is an example of a historic overpass bridge on this section of the Palisades Interstate Parkway. The technical description of the main or most noteworthy span of the bridge is a 58 ft (17.68 m) metal deck girder, fixed. The bridge was primarily built by Unknown. | 41.071253 | -73.981042 | Railroad (Abandoned Erie Railroad) | Palisades Interstate Parkway (NY-987C) | Pearl River | Rockland County, New York | New York | United States | Metal | Deck | Girder | Fixed | 0 | 2 | 0 | 0 | 1956 | 0 | Unknown | 1 | 2 | 58 | 17.68 | 116 | 35.36 | 0 | 0 | https://historicbridges.org/newyork/palisades_9girder/little_palisadesparkway_8858_small.jpg | https://historicbridges.org/newyork/palisades_9girder/little_palisadesparkway_8858.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/palisades_9girder/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.071253,-73.981042 | ||||||||||||||||
| 8374 | Sickletown Road Bridge | This is an example of a historic overpass bridge on this section of the Palisades Interstate Parkway. The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) concrete (stone faced) continuous rigid-frame, fixed. The bridge was primarily built by Unknown. | 41.069508 | -73.980417 | Sickletown Road | Palisades Interstate Parkway (NY-987C) | Orangetown | Rockland County, New York | New York | United States | Concrete (Stone Faced) | Rigid-Frame | Fixed | 0 | Continuous | 2 | 0 | 0 | 1956 | 0 | Unknown | 1 | 2 | 64 | 19.51 | 148 | 45.11 | 34 | 10.36 | https://historicbridges.org/newyork/palisades_10sickletown/little_palisadesparkway1_9046_small.jpg | https://historicbridges.org/newyork/palisades_10sickletown/little_palisadesparkway1_9046.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/palisades_10sickletown/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.069508,-73.980417 | ||||||||||||||||
| 8375 | Van Wyck Road Bridge | This is an example of a historic overpass bridge on this section of the Palisades Interstate Parkway. The technical description of the main or most noteworthy span of the bridge is a 66 ft (20.12 m) concrete (stone faced) rigid-frame, fixed. The bridge was primarily built by Unknown. | 41.059044 | -73.970734 | Van Wyck Road | Palisades Interstate Parkway (NY-987C) | Orangetown | Rockland County, New York | New York | United States | Concrete (Stone Faced) | Rigid-Frame | Fixed | 0 | 2 | 0 | 0 | 1956 | 0 | Unknown | 1 | 2 | 66 | 20.12 | 215 | 65.53 | 34 | 10.36 | https://historicbridges.org/newyork/palisades_11vanwyck/little_palisadesparkway1_9069_small.jpg | https://historicbridges.org/newyork/palisades_11vanwyck/little_palisadesparkway1_9069.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/palisades_11vanwyck/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.059044,-73.970734 | |||||||||||||||||
| 8376 | Orangeburg Road Bridge | This is an example of a historic overpass bridge on this section of the Palisades Interstate Parkway. The technical description of the main or most noteworthy span of the bridge is a 74.5 ft (22.71 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 41.045564 | -73.958413 | Orangeburg Road | Palisades Interstate Parkway (NY-987C) | Orangetown | Rockland County, New York | New York | United States | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1956 | 1973 | Unknown | 1 | 2 | 74.5 | 22.71 | 240 | 73.15 | 78 | 23.77 | https://historicbridges.org/newyork/palisades_12orangeburg/little_palisadesparkway1_9099_small.jpg | https://historicbridges.org/newyork/palisades_12orangeburg/little_palisadesparkway1_9099.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/palisades_12orangeburg/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.045564,-73.958413 | |||||||||||||||
| 8377 | NY-303 Bridge | This is an example of a historic overpass bridge on this section of the Palisades Interstate Parkway. The technical description of the main or most noteworthy span of the bridge is a 68 ft (20.73 m) concrete (stone faced) continuous rigid-frame, fixed. The bridge was primarily built by Unknown. | 41.035884 | -73.945998 | NY-303 | Palisades Interstate Parkway (NY-987C) | Orangetown | Rockland County, New York | New York | United States | Concrete (Stone Faced) | Rigid-Frame | Fixed | 0 | Continuous | 2 | 0 | 0 | 1958 | 0 | Unknown | 1 | 2 | 68 | 20.73 | 164 | 49.99 | 40 | 12.19 | https://historicbridges.org/newyork/palisades_13ny303/little_palisadesparkway_8928_small.jpg | https://historicbridges.org/newyork/palisades_13ny303/little_palisadesparkway_8928.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/palisades_13ny303/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.035884,-73.945998 | ||||||||||||||||
| 8378 | Kings Highway Bridge | This is an example of a historic overpass bridge on this section of the Palisades Interstate Parkway. The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) concrete (stone faced) continuous rigid-frame, fixed. The bridge was primarily built by Unknown. | 41.030524 | -73.940072 | Kings Highway | Palisades Interstate Parkway (NY-987C) | Orangetown | Rockland County, New York | New York | United States | Concrete (Stone Faced) | Rigid-Frame | Fixed | 0 | Continuous | 2 | 0 | 0 | 1954 | 0 | Unknown | 1 | 2 | 64 | 19.51 | 290 | 88.39 | 34.5 | 10.52 | https://historicbridges.org/newyork/palisades_14kingshighway/little_palisadesparkway_8948_small.jpg | https://historicbridges.org/newyork/palisades_14kingshighway/little_palisadesparkway_8948.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/palisades_14kingshighway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.030524,-73.940072 | ||||||||||||||||
| 8379 | Washington Street Bridge | This is an example of a historic overpass bridge on this section of the Palisades Interstate Parkway. The technical description of the main or most noteworthy span of the bridge is a 52.8 ft (16.09 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 41.023220 | -73.935484 | Washington Street | Palisades Interstate Parkway (NY-987C) | Orangetown | Rockland County, New York | New York | United States | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1954 | 0 | Unknown | 1 | 2 | 52.8 | 16.09 | 129 | 39.32 | 34 | 10.36 | https://historicbridges.org/newyork/palisades_15washington/little_palisadesparkway_8969_small.jpg | https://historicbridges.org/newyork/palisades_15washington/little_palisadesparkway_8969.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/palisades_15washington/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.023220,-73.935484 | |||||||||||||||
| 8380 | NY-340 Bridge | This is an example of a historic overpass bridge on this section of the Palisades Interstate Parkway. The technical description of the main or most noteworthy span of the bridge is a 68 ft (20.73 m) concrete (stone faced) continuous rigid-frame, fixed. The bridge was primarily built by Unknown. | 41.017949 | -73.928837 | NY-340 | Palisades Interstate Parkway (NY-987C) | Orangetown | Rockland County, New York | New York | United States | Concrete (Stone Faced) | Rigid-Frame | Fixed | 0 | Continuous | 2 | 0 | 0 | 1954 | 0 | Unknown | 1 | 2 | 68 | 20.73 | 319 | 97.23 | 34.5 | 10.52 | https://historicbridges.org/newyork/palisades_16ny340/little_palisadesparkway_8982_small.jpg | https://historicbridges.org/newyork/palisades_16ny340/little_palisadesparkway_8982.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/palisades_16ny340/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.017949,-73.928837 | ||||||||||||||||
| 8381 | Oak Tree Road Bridge | This is an example of a historic overpass bridge on this section of the Palisades Interstate Parkway. The technical description of the main or most noteworthy span of the bridge is a 76.8 ft (23.41 m) concrete (stone faced) continuous rigid-frame, fixed. The bridge was primarily built by Unknown. | 41.012164 | -73.923891 | Oak Tree Road | Palisades Interstate Parkway (NY-987C) | Orangetown | Rockland County, New York | New York | United States | Concrete (Stone Faced) | Rigid-Frame | Fixed | 0 | Continuous | 2 | 0 | 0 | 1954 | 2001 | Unknown | 1 | 2 | 76.8 | 23.41 | 175 | 53.34 | 32.5 | 9.91 | https://historicbridges.org/newyork/palisades_17oaktree/little_palisadesparkway_8999_small.jpg | https://historicbridges.org/newyork/palisades_17oaktree/little_palisadesparkway_8999.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/palisades_17oaktree/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.012164,-73.923891 | ||||||||||||||||
| 8382 | Forest View Trail Bridge | This is an example of a historic overpass bridge on this section of the Palisades Interstate Parkway. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal continuous through girder, fixed. The bridge was primarily built by Unknown. | 40.980224 | -73.913010 | Forest View Trail | Palisades Interstate Parkway (NJ-445) | Alpine | Bergen County, New Jersey | New Jersey | United States | Metal | Through | Girder | Fixed | 0 | Continuous | 2 | 0 | 0 | 0 | 0 | Unknown | 1 | 2 | 80 | 24.38 | 162 | 49.38 | 9 | 2.74 | https://historicbridges.org/newjersey/palisades_18newjerseyforestview/little_palisadesparkway_9017_small.jpg | https://historicbridges.org/newjersey/palisades_18newjerseyforestview/little_palisadesparkway_9017.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/palisades_18newjerseyforestview/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.980224,-73.913010 | |||||||||||||||
| 8383 | Red Bridge | Iowa Bridge Number 222760 | This is a short through truss that remains in good condition and open to traffic as of 2021. The technical description of the main or most noteworthy span of the bridge is a 68 ft (20.73 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 42.252018 | -91.479794 | Red Bridge Road | Buffalo Creek | Rural | Linn County, Iowa | Iowa | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 1988 | Unknown | 7 | 7 | 68 | 20.73 | 98 | 29.87 | 14 | 4.27 | https://historicbridges.org/iowa/redbridgelinn/little_redbridgelinn_3091_small.jpg | https://historicbridges.org/iowa/redbridgelinn/little_redbridgelinn_3091.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/redbridgelinn/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.252018,-91.479794 | ||||||||||
| 8384 | Burlingham Road Bridge | Iowa Bridge Number 221950 | This truss bridge with built-up fishbelly floorbeams remains in good condition but is threatened by a deteriorating abutment. The technical description of the main or most noteworthy span of the bridge is a 108 ft (32.92 m) metal pin-connected Pratt through truss, fixed. | 42.179757 | -91.398647 | Burlingham Road | Buffalo Creek | Rural | Linn County, Iowa | Iowa | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | 7 | 7 | 108 | 32.92 | 110 | 33.53 | 13.8 | 4.21 | https://historicbridges.org/iowa/burlingham/little_burlingham_3034_small.jpg | https://historicbridges.org/iowa/burlingham/little_burlingham_3034.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/burlingham/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.179757,-91.398647 | ||||||||||||||
| 8385 | Durow Road Bridge | Iowa Bridge Number 223450 | This standard plan through truss in Iowa stands out for its outstanding condition which even includes paint, something not always found on truss bridges in other Iowa counties. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 42.219123 | -91.823462 | Durow Road | Blue Creek | Rural | Linn County, Iowa | Iowa | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 0 | 1989 | Unknown | 6 | 6 | 160 | 48.77 | 160 | 48.77 | 19 | 5.79 | https://historicbridges.org/iowa/durow/little_durow_3763_small.jpg | https://historicbridges.org/iowa/durow/little_durow_3763.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/durow/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.219123,-91.823462 | |||||||||||||
| 8386 | Galena Street Bridge | Bypassed and preserved for pedestrian use, this outstanding example of an urban-built Wrought Iron Bridge Company truss bridge is one of the only truss bridges preserved in Illinois outside of Chicago. The technical description of the main or most noteworthy span of the bridge is a 97 ft (29.57 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 42.103339 | -89.982160 | Galena Street | Carroll Creek | Mount Carroll | Carroll County, Illinois | Illinois | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1890 | 2017 | Wrought Iron Bridge Company of Canton, Ohio | 7 | 9 | 97 | 29.57 | 99 | 30.18 | 16.7 | 5.09 | https://historicbridges.org/illinois/galenastreet/little_galenastreet_7846_small.jpg | https://historicbridges.org/illinois/galenastreet/little_galenastreet_7846.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/galenastreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.103339,-89.982160 | ||||||||||||||
| 8387 | Van Buren Avenue Bridge | This classic Wrought Iron Bridge Company Whipple truss was left standing for pedestrian use and is noted for its surviving ornamentation. The technical description of the main or most noteworthy span of the bridge is a 198 ft (60.35 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 42.303777 | -89.625387 | Van Buren Avenue | Pecatonica | Freeport | Stephenson County, Illinois | Illinois | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 13 | 1 | 0 | 0 | 1885 | 0 | Wrought Iron Bridge Company of Canton, Ohio | 8 | 9 | 198 | 60.35 | 204 | 62.18 | 17.3 | 5.27 | https://historicbridges.org/illinois/stephensonvanburen/little_stephensonvanburen_7228_29_30vib_small.jpg | https://historicbridges.org/illinois/stephensonvanburen/little_stephensonvanburen_7228_29_30vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/stephensonvanburen/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.303777,-89.625387 | ||||||||||||||
| 8388 | US-67 Rock River North Channel Bridge | Vandruff Island Bridge North | This is one of two steel arch bridges on this section of road, and they are unusual for their use of steel through arches for relatively small spans. The technical description of the main or most noteworthy span of the bridge is a 270 ft (82.3 m) metal tied Solid Ribbed through arch, fixed. The bridge was primarily built by Unknown. | 41.461718 | -90.579276 | US-67 | Rock River (North Channel) | Rock Island and Milan | Rock Island County, Illinois | Illinois | United States | Metal | Solid Ribbed | Tied | Through | Arch | Fixed | 10 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | Continuous | 4 | 1948 | 1985 | Unknown | 7 | 7 | 270 | 82.3 | 705.7 | 215.1 | 52.5 | 16 | https://historicbridges.org/illinois/rockriverarchnorth/little_rockriverarchnorth_0622_small.jpg | https://historicbridges.org/illinois/rockriverarchnorth/little_rockriverarchnorth_0622.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/rockriverarchnorth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.461718,-90.579276 | |||||||||
| 8389 | Vandruff Island Railroad Bridge North | Rock River North Channel Railroad Bridge | This is one of two lattice railroad through truss bridges, of the older style used by Chicago NorthWestern, found on this section of railroad line. The technical description of the main or most noteworthy span of the bridge is a 155 ft (47.24 m) metal rivet-connected Lattice (Quadruple Warren) through truss, fixed. The bridge was primarily built by Lassig Bridge and Iron Works of Chicago, Illinois. | 41.460291 | -90.579898 | Railroad (Iowa Interstate Railroad) | Rock River (North Channel) | Rock Island and Milan | Rock Island County, Illinois | Illinois | United States | Metal | Lattice (Quadruple Warren) | Rivet-Connected | Through | Truss | Fixed | 0 | 3 | 0 | 0 | 0 | 0 | Lassig Bridge and Iron Works of Chicago, Illinois | 7 | 7 | 155 | 47.24 | 470 | 143.26 | 0 | 0 | https://historicbridges.org/illinois/rockriverlatticenorth/little_rockriverlatticenorth_0931_2_3vib_small.jpg | https://historicbridges.org/illinois/rockriverlatticenorth/little_rockriverlatticenorth_0931_2_3vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/rockriverlatticenorth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.460291,-90.579898 | |||||||||||||
| 8390 | Vandruff Island Railroad Bridge South | Rock River South Channel Railroad Bridge | This is one of two lattice railroad through truss bridges, of the older style used by Chicago NorthWestern, found on this section of railroad line. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Lattice (Quadruple Warren) through truss, fixed. The bridge was primarily built by Lassig Bridge and Iron Works of Chicago, Illinois. | 41.456758 | -90.576672 | Railroad (Iowa Interstate Railroad) | Rock River (South Channel) | Milan | Rock Island County, Illinois | Illinois | United States | Metal | Lattice (Quadruple Warren) | Rivet-Connected | Through | Truss | Fixed | 9 | 3 | 0 | 0 | 0 | 0 | Lassig Bridge and Iron Works of Chicago, Illinois | 7 | 7 | 150 | 45.72 | 417 | 127.1 | 0 | 0 | https://historicbridges.org/illinois/rockriverlatticesouth/little_rockriverlatticesouth_0499_500_501vib_small.jpg | https://historicbridges.org/illinois/rockriverlatticesouth/little_rockriverlatticesouth_0499_500_501vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/rockriverlatticesouth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.456758,-90.576672 | |||||||||||||
| 8391 | US-67 Rock River South Channel Bridge | Vandruff Island Bridge South | This is one of two steel arch bridges on this section of road, and they are unusual for their use of steel through arches for relatively small spans. The technical description of the main or most noteworthy span of the bridge is a 302 ft (92.05 m) metal tied Solid Ribbed through arch, fixed. The bridge was primarily built by Unknown. | 41.455431 | -90.573870 | US-67 | Rock River (South Channel) and Hennepin Canal | Milan | Rock Island County, Illinois | Illinois | United States | Metal | Solid Ribbed | Tied | Through | Arch | Fixed | 12 | 2 | Metal | Stringer (Multi-Beam) | Fixed | 0 | Continuous | 2 | 1948 | 1985 | Unknown | 7 | 7 | 302 | 92.05 | 703 | 214.27 | 52.5 | 16 | https://historicbridges.org/illinois/rockriverarchsouth/little_rockriverarchsouth_0271_small.jpg | https://historicbridges.org/illinois/rockriverarchsouth/little_rockriverarchsouth_0271.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/rockriverarchsouth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.455431,-90.573870 | |||||||||
| 8392 | Jim Falls Bridge | This abandoned state standard through truss bridge is situated in a stunningly beautiful setting. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 45.054723 | -91.273272 | Abandoned Road | Chippewa River | Jim Falls | Chippewa County, Wisconsin | Wisconsin | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 8 | 2 | 0 | 0 | 0 | 0 | Unknown | 5 | 7 | 130 | 39.62 | 260 | 79.25 | 0 | 0 | https://historicbridges.org/wisconsin/jimfalls/little_jimfalls_8911_small.jpg | https://historicbridges.org/wisconsin/jimfalls/little_jimfalls_8911.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/jimfalls/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.054723,-91.273272 | ||||||||||||||
| 8396 | Holcombe Bridge | This is a highly unusual pony truss composed of two continuous truss units of three spans each. The technical description of the main or most noteworthy span of the bridge is a 133 ft (40.54 m) metal continuous rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 45.227726 | -91.122532 | CR-M | Chippewa River | Holcombe | Chippewa County, Wisconsin | Wisconsin | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 8 | Continuous | 6 | 0 | 0 | 1950 | 0 | Unknown | 6 | 8 | 133 | 40.54 | 798 | 243.23 | 24 | 7.32 | https://historicbridges.org/wisconsin/holcombe/little_holcombe_8002_small.jpg | https://historicbridges.org/wisconsin/holcombe/little_holcombe_8002.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/holcombe/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.227726,-91.122532 | |||||||||||||
| 8397 | Barker-Stewart Island Railroad Bridge South | This is the smallest of several historic railroad bridges in this area. The technical description of the main or most noteworthy span of the bridge is a 82 ft (24.99 m) metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Unknown. | 44.961422 | -89.632859 | Railroad (Canadian National) | Wisconsin River (East Channel) | Wausau | Marathon County, Wisconsin | Wisconsin | United States | Metal | Double-Intersection Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | Unknown | 5 | 6 | 82 | 24.99 | 92 | 28.04 | 0 | 0 | https://historicbridges.org/wisconsin/wausau2/little_wausau2_6730_small.jpg | https://historicbridges.org/wisconsin/wausau2/little_wausau2_6730.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/wausau2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.961422,-89.632859 | |||||||||||
| 8398 | Woodson Park Railroad Bridge | This skewed lattice truss is one of the two most significant of several historic railroad bridges in this area. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Lattice (Quadruple Warren) through truss, fixed. The bridge was primarily built by Unknown. | 44.960277 | -89.632276 | Railroad (Canadian National) | Wisconsin River | Wausau | Marathon County, Wisconsin | Wisconsin | United States | Metal | Lattice (Quadruple Warren) | Rivet-Connected | Through | Truss | Fixed | 9 | 2 | Metal | Through | Girder | Fixed | 0 | 2 | 1883 | 1919 | Unknown | 8 | 7 | 120 | 36.58 | 332 | 101.19 | 0 | 0 | https://historicbridges.org/wisconsin/wausau3/little_zimg_20211017_080828_small.jpg | https://historicbridges.org/wisconsin/wausau3/little_zimg_20211017_080828.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/wausau3/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.960277,-89.632276 | ||||||||||
| 8399 | Big Bull Falls East Channel Railroad Bridge | This is the simplest of a number of historic railroad bridges in this area. The technical description of the main or most noteworthy span of the bridge is a 68 ft (20.73 m) metal deck girder, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 44.959317 | -89.632375 | Railroad (Canadian National) | Wisconsin River (East Channel) | Wausau | Marathon County, Wisconsin | Wisconsin | United States | Metal | Deck | Girder | Fixed | 0 | 2 | 0 | 0 | 1926 | 0 | American Bridge Company of New York, New York | 2 | 2 | 68 | 20.73 | 136 | 41.45 | 0 | 0 | https://historicbridges.org/wisconsin/wausau5/little_wausau5_7099_100_101vib_small.jpg | https://historicbridges.org/wisconsin/wausau5/little_wausau5_7099_100_101vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/wausau5/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.959317,-89.632375 | ||||||||||||||||
| 8400 | Big Bull Falls West Channel Railroad Bridge | This bridge has large through plate girder spans of traditional design, and it is one of several historic railroad bridges in this area. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal through girder, fixed. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. | 44.959861 | -89.634350 | Railroad (Canadian National) | Wisconsin River (West Channel) | Wausau | Marathon County, Wisconsin | Wisconsin | United States | Metal | Through | Girder | Fixed | 0 | 3 | 0 | 0 | 1921 | 0 | Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin | 5 | 5 | 90 | 27.43 | 245 | 74.68 | 0 | 0 | https://historicbridges.org/wisconsin/wausau6/little_zimg_20211017_081652_small.jpg | https://historicbridges.org/wisconsin/wausau6/little_zimg_20211017_081652.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/wausau6/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.959861,-89.634350 | ||||||||||||||||
| 8401 | Barker-Stewart Island Railroad Bridge East | One of several historic railroad bridges in this area, this bridge has been converted for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 44.963676 | -89.632098 | Railroad (Rail-Trail) | Wisconsin River (East Channel) | Wausau | Marathon County, Wisconsin | Wisconsin | United States | Metal | Through | Girder | Fixed | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 4 | 1899 | 1908 | Unknown | 3 | 3 | 80 | 24.38 | 312 | 95.1 | 0 | 0 | https://historicbridges.org/wisconsin/wausau7/little_wausau7_7687_small.jpg | https://historicbridges.org/wisconsin/wausau7/little_wausau7_7687.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/wausau7/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.963676,-89.632098 | ||||||||||||
| 8402 | Slough Bridge East | This traditional historic concrete arch bridge sits in an area that is surrounded by historic iron and steel railroad bridges. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Wausau Iron Works of Wausau, Wisconsin. The bridge was primarily designed by B. C. Gowen. | 44.959628 | -89.632274 | US-51 and WI-52 (Eastbound) | Wisconsin River | Wausau | Marathon County, Wisconsin | Wisconsin | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1915 | 0 | Wausau Iron Works of Wausau, Wisconsin | B. C. Gowen | 5 | 7 | 40 | 12.19 | 123.7 | 37.7 | 43 | 13.11 | https://historicbridges.org/wisconsin/wausau4/little_wausau4_7084_small.jpg | https://historicbridges.org/wisconsin/wausau4/little_wausau4_7084.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/wausau4/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.959628,-89.632274 | ||||||||||||||
| 8403 | ! | Main Street Bridge | Cole Memorial Bridge | True to WisDOT's standard approach to historic bridge preservation, this beautiful arch bridge, which is a landmark gateway into the historic downtown, is now targeted for demolition and replacement! The technical description of the main or most noteworthy span of the bridge is a 105.6 ft (32.19 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 43.194423 | -88.724965 | Main Street (WI-19) | Rock River | Watertown | Jefferson County, Wisconsin | Wisconsin | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 1931 | 1981 | Unknown | 6 | 7 | 105.6 | 32.19 | 197 | 60.05 | 42 | 12.8 | https://historicbridges.org/wisconsin/watertownmain/little_watertownmain_5179_small.jpg | https://historicbridges.org/wisconsin/watertownmain/little_watertownmain_5179.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/watertownmain/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.194423,-88.724965 | ||||||||||
| 8404 | Schilling Road Railroad Bridge | This lattice through truss is an unexpected type of bridge to find in the middle of a farm. The technical description of the main or most noteworthy span of the bridge is a 146 ft (44.5 m) metal rivet-connected Lattice (Quadruple Warren) through truss, fixed. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. | 43.537860 | -89.037950 | Railroad (Union Pacific) | Schilling Road and Railroad (Wisconsin and Southern) | Rural | Columbia County, Wisconsin | Wisconsin | United States | Metal | Lattice (Quadruple Warren) | Rivet-Connected | Through | Truss | Fixed | 9 | 1 | Metal | Deck | Girder | Fixed | 0 | 1 | 1911 | 0 | Pennsylvania Steel Company of Steelton, Pennsylvania | 7 | 7 | 146 | 44.5 | 176 | 53.64 | 0 | 0 | https://historicbridges.org/wisconsin/schilling/little_schilling_4744_small.jpg | https://historicbridges.org/wisconsin/schilling/little_schilling_4744.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/schilling/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.537860,-89.037950 | ||||||||||
| 8405 | Old WI-73 Bridge | As a relatively old state designed truss bridge, this attractive structure features extensive v-lacing, something not found on all state highway truss bridges in Wisconsin. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Wisconsin State Highway Commission. | 43.358582 | -89.009039 | Old WI-73 (River Road) | Crawfish River | Rural | Columbia County, Wisconsin and Dodge County, Wisconsin | Wisconsin | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 9 | 0 | 0 | 0 | 1932 | 0 | Unknown | Wisconsin State Highway Commission | 7 | 7 | 150 | 45.72 | 154 | 46.94 | 24 | 7.32 | https://historicbridges.org/wisconsin/oldwi73/little_zimg_20211018_143021_small.jpg | https://historicbridges.org/wisconsin/oldwi73/little_zimg_20211018_143021.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/oldwi73/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.358582,-89.009039 | |||||||||||||
| 8406 | CR-G Bridge | This is an increasingly rare example of a standard through truss in Wisconsin. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. | 45.122092 | -90.997713 | CR-G | Yellow River | Rural | Chippewa County, Wisconsin | Wisconsin | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1939 | 0 | Unknown | 5 | 7 | 140 | 42.67 | 142.4 | 43.4 | 25 | 7.62 | https://historicbridges.org/wisconsin/crgyellow/little_crgyellow_7786_small.jpg | https://historicbridges.org/wisconsin/crgyellow/little_crgyellow_7786.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/crgyellow/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.122092,-90.997713 | ||||||||||||||
| 8407 | CR-K Bridge | This is an increasingly rare example of a standard through truss in Wisconsin. The bridge features rolled wide flange beams for many members. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. | 44.952751 | -91.267084 | CR-K | Yellow River | Rural | Chippewa County, Wisconsin | Wisconsin | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1942 | 1985 | Unknown | 5 | 7 | 150 | 45.72 | 154.5 | 47.09 | 24 | 7.32 | https://historicbridges.org/wisconsin/crkyellow/little_crkyellow_9055_small.jpg | https://historicbridges.org/wisconsin/crkyellow/little_crkyellow_9055.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/crkyellow/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.952751,-91.267084 | ||||||||||||||
| 8408 | Mayville Footbridge | Dayton-Lincoln Bridge | This is an outstanding example of a riveted pedestrian footbridge through truss. The technical description of the main or most noteworthy span of the bridge is a 135 ft (41.15 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 43.498114 | -88.543682 | Pedestrian Walkway (Dayton Street and Lincoln Lane) | Rock River | Mayville | Dodge County, Wisconsin | Wisconsin | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 135 | 41.15 | 135 | 41.15 | 0 | 0 | https://historicbridges.org/wisconsin/mayville/little_mayville_4471_small.jpg | https://historicbridges.org/wisconsin/mayville/little_mayville_4471.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/mayville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.498114,-88.543682 | |||||||||||||
| 8409 | Dewey Street Bridge | This is a good, and uncommon, example of an open spandrel concrete arch bridge in Wisconsin. The technical description of the main or most noteworthy span of the bridge is a 107 ft (32.61 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 44.813820 | -91.498711 | Dewey Street | Eau Claire River | Eau Claire | Eau Claire County, Wisconsin | Wisconsin | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1931 | 1979 | Unknown | 6 | 7 | 107 | 32.61 | 216.5 | 65.99 | 42 | 12.8 | https://historicbridges.org/wisconsin/dewey/little_dewey_0949_small.jpg | https://historicbridges.org/wisconsin/dewey/little_dewey_0949.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/dewey/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.813820,-91.498711 | |||||||||||||||
| 8410 | Hennepin Canal Bridge 19 | Hennepin Canal Lock 22 Bridge | This is one of three extremely unusual small scale and early examples of lift bridges found over this historic canal. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal through girder, movable: vertical lift, Span Drive. The bridge was primarily built by Pittsburgh Steel Construction Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by United States Army Corps of Engineers and Major C.S Riche. | 41.400937 | -89.799378 | CR-310 East (Abandoned Alignment) | Hennepin Canal | Rural | Bureau County, Illinois | Illinois | United States | Metal | Through | Girder | Movable: Vertical Lift | Span Drive | 0 | 1 | 0 | 0 | 1904 | 0 | Pittsburgh Steel Construction Company of Pittsburgh, Pennsylvania | United States Army Corps of Engineers and Major C.S Riche | 9 | 9 | 40 | 12.19 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/hennepin22lift/little_hennepin22lift_9568_small.jpg | https://historicbridges.org/illinois/hennepin22lift/little_hennepin22lift_9568.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/hennepin22lift/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.400937,-89.799378 | |||||||||||||
| 8411 | Dey Road Bridge | High Street Bridge | This is the last known surviving highway through truss in the county, and it has been bypassed and left in place for pedestrians. The technical description of the main or most noteworthy span of the bridge is a 168.5 ft (51.36 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Toledo-Massillon Bridge Company of Toledo, Ohio. | 41.290328 | -84.385744 | CR-42 (Dey Road) (High Street) | Tiffin River | Defiance | Defiance County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1906 | 1983 | Toledo-Massillon Bridge Company of Toledo, Ohio | 7 | 7 | 168.5 | 51.36 | 170 | 51.82 | 16 | 4.88 | https://historicbridges.org/ohio/deyroad/little_zimg_20211106_152230_small.jpg | https://historicbridges.org/ohio/deyroad/little_zimg_20211106_152230.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/deyroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.290328,-84.385744 | |||||||||||||
| 8412 | Defiance Maumee River Railroad Bridge | This is an outstanding example of an 1890s railroad through truss bridge, noted for its pedimented portal bracing and skew. The technical description of the main or most noteworthy span of the bridge is a 151 ft (46.02 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Edge Moor Bridge Works of Wilmington, Delaware. | 41.289041 | -84.364887 | Railroad (Napoleon, Defiance and Western) | Maumee River | Defiance | Defiance County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 4 | Metal | Through | Girder | Fixed | 0 | 1 | 1893 | 0 | Edge Moor Bridge Works of Wilmington, Delaware | 8 | 8 | 151 | 46.02 | 690 | 210.31 | 17.3 | 5.27 | https://historicbridges.org/ohio/defiancerr1/little_defiancerr1_8434_small.jpg | https://historicbridges.org/ohio/defiancerr1/little_defiancerr1_8434.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/defiancerr1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.289041,-84.364887 | ||||||||||
| 8413 | Defiance Auglaize River Railroad Bridge | This massive membered deck truss bridge carries two sets of tracks on a busy railroad line. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 41.279791 | -84.357579 | Railroad (CSX) | Auglaize River | Defiance | Defiance County, Ohio | Ohio | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 8 | 3 | 0 | 0 | 0 | 0 | Unknown | 5 | 6 | 140 | 42.67 | 420 | 128.02 | 0 | 0 | https://historicbridges.org/ohio/defiancerr2/little_defiancerr2_8638_small.jpg | https://historicbridges.org/ohio/defiancerr2/little_defiancerr2_8638.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/defiancerr2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.279791,-84.357579 | ||||||||||||||
| 8413 | Napoleon Railroad Bridge | This railroad bridge has been essentially abandoned, although the deck carries a small pipeline now. The technical description of the main or most noteworthy span of the bridge is a 155 ft (47.24 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 41.395221 | -84.111844 | Railroad (Abandoned Detroit, Toledo and Ironton) | Maumee River | Napoleon | Henry County, Ohio | Ohio | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 4 | 0 | 0 | 0 | 0 | King Bridge Company of Cleveland, Ohio | 6 | 7 | 155 | 47.24 | 620 | 188.98 | 0 | 0 | https://historicbridges.org/ohio/napoleonohio/little_napoleonohio_8875_small.jpg | https://historicbridges.org/ohio/napoleonohio/little_napoleonohio_8875.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/napoleonohio/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.395221,-84.111844 | ||||||||||||||
| 8414 | Crommer Park Bridge | Old Elm Street Bridge | This relocated and preserved pony truss bridge is noted for its tiny size, lacing on the top chord and end posts, and as a locally rare surviving example of its type. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Toledo Bridge Company of Toledo, Ohio (Former Smith Bridge Company of Toledo, Ohio). | 41.680521 | -84.555656 | Pedestrian Walkway | Clear Fork | Pioneer | Williams County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 2 | 1 | 0 | 0 | 1898 | 0 | Toledo Bridge Company of Toledo, Ohio (Former Smith Bridge Company of Toledo, Ohio) | 7 | 8 | 30 | 9.14 | 31.4 | 9.57 | 14.1 | 4.3 | https://historicbridges.org/ohio/pioneertruss/little_pioneertruss_6637_small.jpg | https://historicbridges.org/ohio/pioneertruss/little_pioneertruss_6637.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/pioneertruss/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.680521,-84.555656 | |||||||||||||
| 8415 | ! | Hanover Road Bridge | This large example of a style of bridge used in Michigan in the 1920s and 1930s for small-span crossings is noted for its lack of alteration and spalling, but it has been closed to traffic. The technical description of the main or most noteworthy span of the bridge is a 34.8 ft (10.61 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.097965 | -84.691833 | Hanover Road | South Branch Kalamazoo River | Rural | Jackson County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1938 | 0 | Unknown | 1 | 4 | 34.8 | 10.61 | 36.7 | 11.19 | 26 | 7.92 | https://historicbridges.org/michigan/hanover/little_hanover_6127_small.jpg | https://historicbridges.org/michigan/hanover/little_hanover_6127.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/hanover/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.097965,-84.691833 | ||||||||||||||||
| 8416 | Rutledge Park Bridge | Tamarack Road Bridge | Relocated and preserved in a park setting, this is the last surviving metal truss bridge in Hillsdale County. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. | 41.725132 | -84.427293 | Pedestrian Walkway | Branch Mill Creek | Waldron | Hillsdale County, Michigan | Michigan | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 1992 | Unknown | 5 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/rutledgepark/little_rutledgepark_7021_small.jpg | https://historicbridges.org/michigan/rutledgepark/little_rutledgepark_7021.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/rutledgepark/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.725132,-84.427293 | |||||||||||||
| 8417 | Townhall Road Bridge | Beaverton School Forest Recreation Area Bridge | Relocated and reused for pedestrians in a recreation area, this is one of the few preserved truss bridges in northern lower Michigan. One problem: They put the trusses up backwards! The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by H. Stewart. The bridge was primarily designed by Michigan State Highway Department. | 43.898459 | -84.527265 | Pedestrian Walkway | Unnamed Pond | Rural | Gladwin County, Michigan | Michigan | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1917 | 2018 | H. Stewart | Michigan State Highway Department | 5 | 7 | 65 | 19.81 | 67 | 20.42 | 0 | 0 | https://historicbridges.org/michigan/beaverton/little_beaverton_0454_small.jpg | https://historicbridges.org/michigan/beaverton/little_beaverton_0454.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/beaverton/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.898459,-84.527265 | ||||||||||||
| 8418 | Hemlock Road Bridge | This is a representative example of a mid 20th century steel stringer bridge in Michigan. The technical description of the main or most noteworthy span of the bridge is a 36.7 ft (11.19 m) metal stringer (multi-beam), fixed. The bridge was primarily built by P. E. Mason Company of Sandusky, Michigan. | 43.478274 | -84.230323 | Hemlock Road | Weeks Drain | Rural | Saginaw County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1956 | 0 | P. E. Mason Company of Sandusky, Michigan | 1 | 1 | 36.7 | 11.19 | 40 | 12.19 | 24 | 7.32 | https://historicbridges.org/michigan/hemlockroad/little_hemlockroad_1723_4_5vib_small.jpg | https://historicbridges.org/michigan/hemlockroad/little_hemlockroad_1723_4_5vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/hemlockroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.478274,-84.230323 | |||||||||||||||||
| 8419 | Mission Road Bridge | This is an increasingly uncommon example of a small-scale bridge using a railing design unique to Michigan, and matching the architecture of other larger period bridges. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. | 43.680198 | -84.767701 | Mission Road | Lewis Drain | Rural | Isabella County, Michigan | Michigan | United States | Concrete | T-Beam | Fixed | 0 | 1 | 0 | 0 | 1930 | 0 | Unknown | 1 | 4 | 20 | 6.1 | 23 | 7.01 | 36 | 10.97 | https://historicbridges.org/michigan/mission/little_mission_9493_small.jpg | https://historicbridges.org/michigan/mission/little_mission_9493.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/mission/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.680198,-84.767701 | |||||||||||||||||
| 8420 | Tittabawassee Road Bridge | This is an increasingly uncommon example of a small-scale bridge using a railing design unique to Michigan, and matching the architecture of other larger period bridges. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. | 43.481872 | -84.189675 | Tittabawassee Road | Whitmore Drain | Rural | Midland County, Michigan and Saginaw County, Michigan | Michigan | United States | Concrete | T-Beam | Fixed | 0 | 1 | 0 | 0 | 1932 | 0 | Unknown | 1 | 3 | 30 | 9.14 | 31.8 | 9.69 | 26 | 7.92 | https://historicbridges.org/michigan/tittabawasseeroad/little_tittabawasseeroad_1645_small.jpg | https://historicbridges.org/michigan/tittabawasseeroad/little_tittabawasseeroad_1645.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/tittabawasseeroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.481872,-84.189675 | |||||||||||||||||
| 8421 | Salt River Railroad Bridge | This traditional railroad plate girder bridge has been converted for pedestrian use on a rail-trail. The technical description of the main or most noteworthy span of the bridge is a 78 ft (23.77 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 43.677820 | -84.394668 | Railroad (Pere Marquette Rail-Trail) | Salt River | Rural | Midland County, Michigan | Michigan | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1907 | 0 | Unknown | 5 | 5 | 78 | 23.77 | 78 | 23.77 | 0 | 0 | https://historicbridges.org/michigan/saltriverrr/little_saltriverrr_0793_4_5vib_small.jpg | https://historicbridges.org/michigan/saltriverrr/little_saltriverrr_0793_4_5vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/saltriverrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.677820,-84.394668 | ||||||||||||||||
| 8422 | Hartley-Lickley Road Bridge | One of the most unusual steel stringer bridges in Michigan, this bridge was built right over an intersection, and its also noted for its unaltered truss bridge style railings. The technical description of the main or most noteworthy span of the bridge is a 44 ft (13.41 m) arch, fixed. The bridge was primarily built by Gerrit Posthumus. | 41.738705 | -84.457549 | Hartley Road and Lickley Road | East Branch St. Joseph River | Rural | Hillsdale County, Michigan | Michigan | United States | Arch | Fixed | 0 | 1 | 0 | 0 | 1947 | 0 | Gerrit Posthumus | 5 | 7 | 44 | 13.41 | 45 | 13.72 | 30 | 9.14 | https://historicbridges.org/michigan/hartleylickley/little_hartleylickley_6874_small.jpg | https://historicbridges.org/michigan/hartleylickley/little_hartleylickley_6874.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/hartleylickley/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.738705,-84.457549 | ||||||||||||||||||
| 8424 | ! | Territorial Road East Fork Bridge | This is one of two steel stringers on this section of road using the concrete balustrade railing only used from 1926-1932 in Michigan. The technical description of the main or most noteworthy span of the bridge is a 44 ft (13.41 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 41.708505 | -84.689664 | Territorial Road | East Fork West Branch St. Joseph River | Rural | Hillsdale County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1928 | 0 | Unknown | 2 | 4 | 44 | 13.41 | 45 | 13.72 | 22 | 6.71 | https://historicbridges.org/michigan/territorialeast/little_territorialeast_6496_small.jpg | https://historicbridges.org/michigan/territorialeast/little_territorialeast_6496.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/territorialeast/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.708505,-84.689664 | ||||||||||||||||
| 8425 | ! | Territorial Road West Fork Bridge | This is one of two steel stringers on this section of road using the concrete balustrade railing only used from 1926-1932 in Michigan. The technical description of the main or most noteworthy span of the bridge is a 38.7 ft (11.8 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 41.708499 | -84.691942 | Territorial Road | West Fork West Branch St. Joseph River | Rural | Hillsdale County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1928 | 0 | Unknown | 2 | 4 | 38.7 | 11.8 | 40 | 12.19 | 22 | 6.71 | https://historicbridges.org/michigan/territorialwest/little_territorialwest_6613_small.jpg | https://historicbridges.org/michigan/territorialwest/little_territorialwest_6613.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/territorialwest/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.708499,-84.691942 | ||||||||||||||||
| 8426 | Olde Oneida Street Bridge | Oneida Street Bridge | This is a small bascule bridge noted for its single leaf design, since most highway bascule bridges are double-leaf. The technical description of the main or most noteworthy span of the bridge is a 88 ft (26.82 m) metal Variable Depth deck girder, movable: single leaf bascule. The bridge was primarily built by La Crosse Dredging Corporation of Chicago, Illinois. The bridge was primarily designed by Fenner-Brey Engineering of Manitowoc, Wisconsin and Charles W. Yoder and Associates of Milwaukee, Wisconsin. | 44.253947 | -88.403659 | Olde Oneida Street | Fox River Navigation Canal | Appleton | Outagamie County, Wisconsin | Wisconsin | United States | Metal | Variable Depth | Deck | Girder | Movable: Single Leaf Bascule | 0 | 1 | Concrete | Slab | Fixed | 0 | 1 | 1959 | 0 | La Crosse Dredging Corporation of Chicago, Illinois | Fenner-Brey Engineering of Manitowoc, Wisconsin and Charles W. Yoder and Associates of Milwaukee, Wisconsin | 6 | 6 | 88 | 26.82 | 127.6 | 38.89 | 36 | 10.97 | https://historicbridges.org/wisconsin/appletononeida/little_appletononeida_3094_small.jpg | https://historicbridges.org/wisconsin/appletononeida/little_appletononeida_3094.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/appletononeida/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.253947,-88.403659 | ||||||||||
| 8427 | Lawe Street Bridge | This is a small bascule bridge noted for its single leaf design, since most highway bascule bridges are double-leaf. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal Variable Depth deck girder, movable: single leaf bascule. The bridge was primarily built by McMullen and Pitz Construction Company of Manitowoc, Wisconsin. The bridge was primarily designed by McMahon Engineering Company of Menasha, Wisconsin and M. B. Coifman of Milwaukee, Wisconsin. | 44.255001 | -88.396259 | Lawe Street | Fox River Navigation Canal | Appleton | Outagamie County, Wisconsin | Wisconsin | United States | Metal | Variable Depth | Deck | Girder | Movable: Single Leaf Bascule | 0 | 1 | 0 | 1 | 1954 | 2008 | McMullen and Pitz Construction Company of Manitowoc, Wisconsin | McMahon Engineering Company of Menasha, Wisconsin and M. B. Coifman of Milwaukee, Wisconsin | 6 | 6 | 75 | 22.86 | 77 | 23.47 | 22 | 6.71 | https://historicbridges.org/wisconsin/appletonlawe/little_appletonlawe_3241_small.jpg | https://historicbridges.org/wisconsin/appletonlawe/little_appletonlawe_3241.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/appletonlawe/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.255001,-88.396259 | ||||||||||||||
| 8428 | Appleton Swing Railroad Bridge | This is a classic railroad through truss swing bridge. The technical description of the main or most noteworthy span of the bridge is a 230 ft (70.1 m) metal rivet-connected Warren through truss, movable: swing, Center Pier. The bridge was primarily built by Unknown. | 44.255404 | -88.393671 | Railroad (Canadian National) | Fox River Navigation Canal | Appleton | Outagamie County, Wisconsin | Wisconsin | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Swing | Center Pier | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 3 | 0 | 0 | Unknown | 7 | 7 | 230 | 70.1 | 330 | 100.58 | 0 | 0 | https://historicbridges.org/wisconsin/appletonrr/little_appletonrr_3463_small.jpg | https://historicbridges.org/wisconsin/appletonrr/little_appletonrr_3463.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/appletonrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.255404,-88.393671 | |||||||||
| 8429 | Waukon Pony Truss Bridge | This is a classic pin connected pony truss that was moved to sit on the ground in this location sometime between 2013 and November 2015. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. | 43.287215 | -91.470935 | Nothing (Exhibit) | Ground (Exhibit) | Waukon | Allamakee County, Iowa | Iowa | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1899 | 0 | Unknown | 6 | 6 | 60 | 18.29 | 60 | 18.29 | 15 | 4.57 | https://historicbridges.org/iowa/allamakeecountypony/little_allamakeecountypony_4483_small.jpg | https://historicbridges.org/iowa/allamakeecountypony/little_allamakeecountypony_4483.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/allamakeecountypony/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.287215,-91.470935 | ||||||||||||||
| 8430 | Village Creek Tributary Bridge | This is a tiny, long-abandoned stone arch bridge, with an unknown history. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 43.286907 | -91.470125 | Abandoned Road | Village Creek Tributary | Waukon | Allamakee County, Iowa | Iowa | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/iowa/allamakeecountyarch/little_allamakeecountyarch_4528_small.jpg | https://historicbridges.org/iowa/allamakeecountyarch/little_allamakeecountyarch_4528.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/allamakeecountyarch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.286907,-91.470125 | |||||||||||||||
| 8431 | Vine Street Bridge | Iowa Bridge Number 12570 | This is a very old and unaltered example of an urban style Luten arch bridge with the balustrade railings used for urban applications of the Luten patented arch design. The technical description of the main or most noteworthy span of the bridge is a 66 ft (20.12 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by N.M. Stark and Company of Des Moines, Iowa. The bridge was primarily designed by Daniel Luten. | 42.954507 | -91.808033 | Vine Street | Otter Creek | West Union | Fayette County, Iowa | Iowa | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1910 | 0 | N.M. Stark and Company of Des Moines, Iowa | Daniel Luten | 7 | 7 | 66 | 20.12 | 66 | 20.12 | 40 | 12.19 | https://historicbridges.org/iowa/vinestreet/little_vinestreet_4234_small.jpg | https://historicbridges.org/iowa/vinestreet/little_vinestreet_4234.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/vinestreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.954507,-91.808033 | |||||||||||||
| 8432 | Red Bridge | Iowa Bridge Number 61360 | Abandoned and deteriorating, this is an exceedingly rare example of a combination truss, using both timber and metal in its construction. The technical description of the main or most noteworthy span of the bridge is a 98 ft (29.87 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Ainsworth L. Powell of Postville, Iowa and Worden-Allen Company of Milwaukee, Wisconsin. | 43.130832 | -91.424724 | Fuel Hollow Road | Yellow River | Rural | Allamakee County, Iowa | Iowa | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1920 | 1948 | Ainsworth L. Powell of Postville, Iowa and Worden-Allen Company of Milwaukee, Wisconsin | 8 | 9 | 98 | 29.87 | 128 | 39.01 | 13.8 | 4.21 | https://historicbridges.org/iowa/redbridgeallamakee/little_redbridgeallamakee_4381_small.jpg | https://historicbridges.org/iowa/redbridgeallamakee/little_redbridgeallamakee_4381.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/redbridgeallamakee/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.130832,-91.424724 | |||||||||||||
| 8433 | Fox Road Bridge | Iowa Bridge Number 151070 | This is an ancient 1882 railroad bridge that was moved here in 1905, with the railroad line here abandoned in 1938 and converted to highway later. The technical description of the main or most noteworthy span of the bridge is a 158 ft (48.16 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Rust and Coolidge of Chicago, Illinois. | 42.837771 | -91.712013 | Fox Road | Volga River | Rural | Fayette County, Iowa | Iowa | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1882 | 1905 | Rust and Coolidge of Chicago, Illinois | 8 | 8 | 158 | 48.16 | 158 | 48.16 | 14.8 | 4.51 | https://historicbridges.org/iowa/foxroad/little_x_johnmarvig_79153_small.jpg | https://historicbridges.org/iowa/foxroad/little_x_johnmarvig_79153.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/foxroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.837771,-91.712013 | |||||||||||||
| 8434 | Rock Creek Railroad Bridge | This is an excellent example of a stone arch railroad bridge in Iowa. The technical description of the main or most noteworthy span of the bridge is a 25 ft (7.62 m) stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 41.892346 | -91.163248 | Railroad (Union Pacific) | Rock Creek | Rural | Cedar County, Iowa | Iowa | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1892 | 0 | Unknown | 6 | 6 | 25 | 7.62 | 50 | 15.24 | 0 | 0 | https://historicbridges.org/iowa/stanwood/main_small.jpg | https://historicbridges.org/iowa/stanwood/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/stanwood/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.892346,-91.163248 | |||||||||||||||
| 8435 | Wapsi Oaks Bridge | This pony truss was probably moved here from an unknown prior location. The technical description of the main or most noteworthy span of the bridge is a 52 ft (15.85 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Joliet Bridge and Iron Company of Joliet, Illinois. | 41.830402 | -90.782385 | Wapsi Oaks Entrance Road | Calamus Creek | Rural | Clinton County, Iowa | Iowa | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 1911 | 0 | Joliet Bridge and Iron Company of Joliet, Illinois | 5 | 5 | 52 | 15.85 | 52 | 15.85 | 0 | 0 | https://historicbridges.org/iowa/wapsioaks/little_wapsioaks_1798_small.jpg | https://historicbridges.org/iowa/wapsioaks/little_wapsioaks_1798.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/wapsioaks/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.830402,-90.782385 | ||||||||||||||
| 8436 | Calamus Creek Bridge | This is a classic pin connected pony truss hidden back on private property. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on private property. | 41.831895 | -90.779505 | Private Farmland Access | Calamus Creek | Rural | Clinton County, Iowa | Iowa | United States | This bridge is on private property. | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 60 | 18.29 | 60 | 18.29 | 0 | 0 | https://historicbridges.org/iowa/calamuscreek/little_calamuscreek_1834_small.jpg | https://historicbridges.org/iowa/calamuscreek/little_calamuscreek_1834.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/calamuscreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.831895,-90.779505 | |||||||||||||
| 8437 | Lincoln Highway Calamus Creek Bridge | This pony truss is located on an abandoned stub of the old alignment of the Lincoln Highway. The technical description of the main or most noteworthy span of the bridge is a 95 ft (28.96 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Iowa State Highway Commission. | 41.829958 | -90.789390 | 235th Street (Historic Lincoln Highway) | Calamus Creek | Rural | Clinton County, Iowa | Iowa | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 10 | 1 | 0 | 0 | 1921 | 0 | Unknown | Iowa State Highway Commission | 4 | 4 | 95 | 28.96 | 95 | 28.96 | 0 | 0 | https://historicbridges.org/iowa/lincolncalamus/little_lincolncalamus_1885_6_7vib_small.jpg | https://historicbridges.org/iowa/lincolncalamus/little_lincolncalamus_1885_6_7vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/lincolncalamus/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.829958,-90.789390 | |||||||||||||
| 8438 | Lincoln Highway Wapsipinicon River Bridge | Iowa Bridge Number 121690 | This is one of two interesting plate girder highway bridges on this former alignment of the historic Lincoln Highway. The technical description of the main or most noteworthy span of the bridge is a 82 ft (24.99 m) metal through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Iowa State Highway Commission. | 41.832950 | -90.810280 | 235th Street (Historic Lincoln Highway) | Wapsipinicon River | Rural | Clinton County, Iowa | Iowa | United States | Metal | Through | Girder | Fixed | 0 | 2 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 6 | 1930 | 0 | Unknown | Iowa State Highway Commission | 6 | 6 | 82 | 24.99 | 420 | 128.02 | 24 | 7.32 | https://historicbridges.org/iowa/lincolnwapsipinicon/little_lincolnwapsipinicon_2035_small.jpg | https://historicbridges.org/iowa/lincolnwapsipinicon/little_lincolnwapsipinicon_2035.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/lincolnwapsipinicon/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.832950,-90.810280 | |||||||||||
| 8439 | Lincoln Highway Wapsipinicon River Overflow Bridge | Iowa Bridge Number 121700 | This is one of two interesting plate girder highway bridges on this former alignment of the historic Lincoln Highway. The technical description of the main or most noteworthy span of the bridge is a 83 ft (25.3 m) metal through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Iowa State Highway Commission. | 41.831696 | -90.794986 | 235th Street (Historic Lincoln Highway) | Wapsipinicon River Overflow | Rural | Clinton County, Iowa | Iowa | United States | Metal | Through | Girder | Fixed | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 1930 | 0 | Unknown | Iowa State Highway Commission | 6 | 6 | 83 | 25.3 | 252 | 76.81 | 24 | 7.32 | https://historicbridges.org/iowa/lincolnwapsipiniconoverflow/little_lincolnwapsipiniconoverflow_1984_5_6vib_small.jpg | https://historicbridges.org/iowa/lincolnwapsipiniconoverflow/little_lincolnwapsipiniconoverflow_1984_5_6vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/lincolnwapsipiniconoverflow/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.831696,-90.794986 | |||||||||||
| 8440 | 10th Avenue Bridge | Iowa Bridge Number 8410, Historic Lincoln Highway Bridge | This historic railroad overpass pony truss has been preserved for pedestrian use, as has the historic approaching brick roadway of the historic Lincoln Highway. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Unknown. | 41.929645 | -91.429031 | 10th Avenue (Historic Lincoln Highway) | Railroad (Union Pacific) | Mt. Vernon | Linn County, Iowa | Iowa | United States | Metal | Double-Intersection Warren | Rivet-Connected | Pony | Truss | Fixed | 7 | 1 | 0 | 0 | 1915 | 2001 | Unknown | 7 | 7 | 60 | 18.29 | 97 | 29.57 | 16.7 | 5.09 | https://historicbridges.org/iowa/mtvernon/little_mtvernon_2179_small.jpg | https://historicbridges.org/iowa/mtvernon/little_mtvernon_2179.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/mtvernon/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.929645,-91.429031 | |||||||||||||
| 8441 | CR-1670 Bridge | This classic truss bridge has had its sway bracing altered, perhaps evidence that it was widened long ago. The technical description of the main or most noteworthy span of the bridge is a 82.4 ft (25.12 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 41.386800 | -89.799140 | CR-1670 (TR-235) | Coal Creek | Rural | Bureau County, Illinois | Illinois | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 82.4 | 25.12 | 87.6 | 26.7 | 17.7 | 5.39 | https://historicbridges.org/illinois/cr1670/little_cr1670_9553_small.jpg | https://historicbridges.org/illinois/cr1670/little_cr1670_9553.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/cr1670/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.386800,-89.799140 | ||||||||||||||
| 8442 | CR-1670 Bridge | This example of a concrete through girder is noted for its lack of alteration and its span length. The technical description of the main or most noteworthy span of the bridge is a 51 ft (15.54 m) concrete through girder, fixed. The bridge was primarily built by Unknown. | 41.386847 | -89.784543 | CR-1670 (TR-235) | Coal Creek | Rural | Bureau County, Illinois | Illinois | United States | Concrete | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1925 | 0 | Unknown | 5 | 6 | 51 | 15.54 | 59 | 17.98 | 18 | 5.49 | https://historicbridges.org/illinois/cr1670girder/little_cr1670girder_9919_20_21vib_small.jpg | https://historicbridges.org/illinois/cr1670girder/little_cr1670girder_9919_20_21vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/cr1670girder/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.386847,-89.784543 | ||||||||||||||||
| 8443 | Hennepin Canal Bridge 15 | This is a good example of a standard through truss that was built for the Hennepin Canal. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 41.385682 | -89.699418 | Hennepin Canal Parkway Trail | Hennepin Canal | Rural | Bureau County, Illinois | Illinois | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 6 | 110 | 33.53 | 110 | 33.53 | 18 | 5.49 | https://historicbridges.org/illinois/hennepin15/little_zimg_20211015_163807_small.jpg | https://historicbridges.org/illinois/hennepin15/little_zimg_20211015_163807.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/hennepin15/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.385682,-89.699418 | ||||||||||||||
| 8444 | Hennepin Canal Bridge 24 | This is a good example of a standard through truss that was built for the Hennepin Canal. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 41.418896 | -89.938996 | CR-2600 | Hennepin Canal | Rural | Henry County, Illinois | Illinois | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 6 | 110 | 33.53 | 110 | 33.53 | 18 | 5.49 | https://historicbridges.org/illinois/hennepin24/little_hennepin24_9082_small.jpg | https://historicbridges.org/illinois/hennepin24/little_hennepin24_9082.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/hennepin24/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.418896,-89.938996 | ||||||||||||||
| 8445 | Mud Creek Private Bridge | This is a pony truss bridge on private property, a farm access bridge. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on private property. | 41.419890 | -89.925668 | Farm Access | Mud Creek | Rural | Henry County, Illinois | Illinois | United States | This bridge is on private property. | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 60 | 18.29 | 60 | 18.29 | 0 | 0 | https://historicbridges.org/illinois/mudcreek/main_small.jpg | https://historicbridges.org/illinois/mudcreek/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/mudcreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.419890,-89.925668 | |||||||||||||
| 8446 | 2nd Street Bridge | This traditional riveted Pratt truss is an early example of a highway rivet connected pony truss in Illinois. The technical description of the main or most noteworthy span of the bridge is a 69 ft (21.03 m) metal rivet-connected Pratt pony truss, fixed. The bridge was primarily built by Unknown. | 41.383508 | -89.843118 | 2nd Street (TR-10B) | King Creek | Mineral | Bureau County, Illinois | Illinois | United States | Metal | Pratt | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1899 | 0 | Unknown | 5 | 5 | 69 | 21.03 | 72 | 21.95 | 15.7 | 4.79 | https://historicbridges.org/illinois/mineral/little_zimg_20211015_153730_small.jpg | https://historicbridges.org/illinois/mineral/little_zimg_20211015_153730.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/mineral/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.383508,-89.843118 | ||||||||||||||
| 8447 | Hennepin Canal Railroad Bridge | This is an excellent example of a post-1900 Chicago North Western Railroad lattice truss bridge. The technical description of the main or most noteworthy span of the bridge is a 115 ft (35.05 m) metal rivet-connected Lattice (Quadruple Warren) through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 41.382900 | -89.684272 | Railroad (Union Pacific) | Hennepin Canal | Rural | Bureau County, Illinois | Illinois | United States | Metal | Lattice (Quadruple Warren) | Rivet-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1905 | 0 | American Bridge Company of New York, New York | 7 | 7 | 115 | 35.05 | 115 | 35.05 | 0 | 0 | https://historicbridges.org/illinois/hennepinrr/little_hennepinrr_0208_09_10vib_small.jpg | https://historicbridges.org/illinois/hennepinrr/little_hennepinrr_0208_09_10vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/hennepinrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.382900,-89.684272 | ||||||||||||||
| 8448 | Cole Creek Private Bridge | This traditional riveted pony truss bridge is a farm access bridge on private property. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on private property. | 41.373575 | -89.761159 | Farm Access | Cole Creek | Rural | Bureau County, Illinois | Illinois | United States | This bridge is on private property. | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 60 | 18.29 | 60 | 18.29 | 15 | 4.57 | https://historicbridges.org/illinois/colecreek/little_colecreek_9973_small.jpg | https://historicbridges.org/illinois/colecreek/little_colecreek_9973.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/colecreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.373575,-89.761159 | |||||||||||||
| 8449 | ! | Big Cut Road Bridge | Records indicate that this is an ancient 1872 railroad pony truss that was moved here in 1906 to be used as a highway over railroad overpass bridge. The technical description of the main or most noteworthy span of the bridge is a 73.2 ft (22.31 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 42.050859 | -90.036542 | Big Cut Road | Railroad (BNSF) | Rural | Carroll County, Illinois | Illinois | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 8 | 1872 | 0 | Unknown | 8 | 8 | 73.2 | 22.31 | 194 | 59.13 | 12 | 3.66 | https://historicbridges.org/illinois/bigcut/little_bigcut_8152_small.jpg | https://historicbridges.org/illinois/bigcut/little_bigcut_8152.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/bigcut/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.050859,-90.036542 | ||||||||||
| 8450 | Demeter Drive Bridge | Krape Park Demeter Drive Bridge | This bridge combines the technology of riveted connections with pinned connections, making it a hybrid showing the transition from these two connection types. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal multiple-type-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 42.277145 | -89.646840 | Demeter Drive (Park Court) | Yellow Creek | Freeport | Stephenson County, Illinois | Illinois | United States | Metal | Pratt | Multiple-Type-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 2011 | Unknown | 5 | 5 | 60 | 18.29 | 62 | 18.9 | 12.8 | 3.9 | https://historicbridges.org/illinois/stephensonyellowcreek2/little_stephensonyellowcreek2_7039_small.jpg | https://historicbridges.org/illinois/stephensonyellowcreek2/little_stephensonyellowcreek2_7039.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/stephensonyellowcreek2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.277145,-89.646840 | |||||||||||||
| 8451 | South Park Road Bridge | This is an outstanding example of a concrete rigid-frame bridge, richly detailed in Art Deco or Art Moderne reminiscent styling. The technical description of the main or most noteworthy span of the bridge is a 73.2 ft (22.31 m) concrete rigid-frame, fixed. The bridge was primarily built by Alfred C. Daughenbaugh and R. K. Eastman. The bridge was primarily designed by Morgan Ipsen. | 42.273293 | -89.652585 | South Park Road | Yellow Creek | Freeport | Stephenson County, Illinois | Illinois | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1934 | 0 | Alfred C. Daughenbaugh and R. K. Eastman | Morgan Ipsen | 5 | 7 | 73.2 | 22.31 | 80 | 24.38 | 19.7 | 6 | https://historicbridges.org/illinois/stephensonyellowcreek/little_stephensonyellowcreek_6934_5_6vib_small.jpg | https://historicbridges.org/illinois/stephensonyellowcreek/little_stephensonyellowcreek_6934_5_6vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/stephensonyellowcreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.273293,-89.652585 | ||||||||||||||||
| 8452 | North Park Road Bridge | Built to serve an entrance to a large city park, this concrete t-beam is noted for its ornamental details. The technical description of the main or most noteworthy span of the bridge is a 62 ft (18.9 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. | 42.278634 | -89.652578 | North Park Road | Yellow Creek | Freeport | Stephenson County, Illinois | Illinois | United States | Concrete | T-Beam | Fixed | 0 | 2 | 0 | 0 | 1919 | 0 | Unknown | 2 | 5 | 62 | 18.9 | 127 | 38.71 | 20.3 | 6.19 | https://historicbridges.org/illinois/stephensonyellowcreek3/little_stephensonyellowcreek3_7159_60_61vib_small.jpg | https://historicbridges.org/illinois/stephensonyellowcreek3/little_stephensonyellowcreek3_7159_60_61vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/stephensonyellowcreek3/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.278634,-89.652578 | |||||||||||||||||
| 8453 | Sisler Bridge | This is a representative, unaltered example of a concrete through girder in Illinois, a state which built a fair number of this nationally uncommon bridge type. The technical description of the main or most noteworthy span of the bridge is a 37.4 ft (11.4 m) concrete through girder, fixed. The bridge was primarily built by O. H. Kleven. The bridge was primarily designed by Illinois Division of Highways. | 42.136801 | -89.995241 | Old Galena Trail | Branch of East Fork of Plum River | Rural | Carroll County, Illinois | Illinois | United States | Concrete | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1925 | 0 | O. H. Kleven | Illinois Division of Highways | 5 | 5 | 37.4 | 11.4 | 38.7 | 11.8 | 18 | 5.49 | https://historicbridges.org/illinois/sisler/little_sisler_7567_8_9vib_small.jpg | https://historicbridges.org/illinois/sisler/little_sisler_7567_8_9vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/sisler/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.136801,-89.995241 | |||||||||||||||
| 8454 | Red Cedar River Railroad Bridge | Menomonie Railroad Bridge | This classic 19th century Chicago North Western Railway lattice truss bridge has been abandoned. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Lattice (Quadruple Warren) through truss, fixed. The bridge was primarily built by Lassig Bridge and Iron Works of Chicago, Illinois. | 44.883218 | -91.933679 | Railroad (Abandoned Union Pacific) | Red Cedar River | Menomonie | Dunn County, Wisconsin | Wisconsin | United States | Metal | Lattice (Quadruple Warren) | Rivet-Connected | Through | Truss | Fixed | 12 | 2 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 19 | 1892 | 1921 | Lassig Bridge and Iron Works of Chicago, Illinois | 7 | 7 | 150 | 45.72 | 470 | 143.26 | 0 | 0 | https://historicbridges.org/wisconsin/redcedarriver/little_zimg_20211017_181323_small.jpg | https://historicbridges.org/wisconsin/redcedarriver/little_zimg_20211017_181323.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/redcedarriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.883218,-91.933679 | ||||||||||
| 8455 | Downsville Railroad Bridge | Chicago, Milwaukee, St. Paul and Pacific Railroad Bridge M-522 | This is a very old Pratt through truss railroad bridge that was moved to this location in 1905. The technical description of the main or most noteworthy span of the bridge is a 158 ft (48.16 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Rust and Coolidge of Chicago, Illinois. | 44.776904 | -91.940031 | Railroad (Red Cedar State Rail-Trail) | Red Cedar River | Downsville | Dunn County, Wisconsin | Wisconsin | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 18 | 1882 | 1905 | Rust and Coolidge of Chicago, Illinois | 7 | 8 | 158 | 48.16 | 370 | 112.78 | 0 | 0 | https://historicbridges.org/wisconsin/downsville/little_x_johnmarvig_47159_small.jpg | https://historicbridges.org/wisconsin/downsville/little_x_johnmarvig_47159.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/downsville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.776904,-91.940031 | |||||||||||||
| 8456 | Price Road Private Bridge | This tiny pony truss bridge connects a farm to a house. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on private property. The bridge is visible in the distance from a public road, but please do not approach and visit without permission. HistoricBridges.org obtained permission to take the photos in the gallery. | 42.927784 | -84.729938 | Farm Access | Morris Drain | Rural | Clinton County, Michigan | Michigan | United States | This bridge is on private property. The bridge is visible in the distance from a public road, but please do not approach and visit without permission. HistoricBridges.org obtained permission to take the photos in the gallery. | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 2 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 30 | 9.14 | 30 | 9.14 | 0 | 0 | https://historicbridges.org/michigan/priceprivate/little_addprice_8900_small.jpg | https://historicbridges.org/michigan/priceprivate/little_addprice_8900.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/priceprivate/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.927784,-84.729938 | |||||||||||||
| 8457 | Tallman Road Private Bridge | This abandoned pony truss bridge once provided access between farmland divided by this drain and is one of only two documented examples of the Michigan Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Michigan Bridge Company of Portland, Michigan. Special note about bridge location: This bridge is on private property. | 42.887785 | -84.755240 | Farm Access | Morris Drain | Rural | Clinton County, Michigan | Michigan | United States | This bridge is on private property. | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1899 | 0 | Michigan Bridge Company of Portland, Michigan | 6 | 9 | 45 | 13.72 | 45 | 13.72 | 0 | 0 | https://historicbridges.org/michigan/tallmanprivate/little_redo2021_1924_5_6vib_small.jpg | https://historicbridges.org/michigan/tallmanprivate/little_redo2021_1924_5_6vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/tallmanprivate/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.887785,-84.755240 | |||||||||||||
| 8458 | Rumbly Bridge | Bridge of Pines | This remarkable footbridge of lightweight construction blends right into the trees, with its tall, stilt-like bents and unusual double-Warren trusses. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin and Worden-Allen Company of Milwaukee, Wisconsin. The bridge was primarily designed by A. Y. Bayne and Company of Minneapolis, Minnesota. | 44.961240 | -91.402851 | Pedestrian Walkway | Ravine | Chippewa Falls | Chippewa County, Wisconsin | Wisconsin | United States | Metal | Double-Intersection Warren | Rivet-Connected | Pony | Truss | Fixed | 0 | 3 | 0 | 0 | 1907 | 1913 | Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin and Worden-Allen Company of Milwaukee, Wisconsin | A. Y. Bayne and Company of Minneapolis, Minnesota | 7 | 8 | 60 | 18.29 | 144 | 43.89 | 14 | 4.27 | https://historicbridges.org/wisconsin/rumbly/little_zimg_20211017_132012_small.jpg | https://historicbridges.org/wisconsin/rumbly/little_zimg_20211017_132012.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/rumbly/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.961240,-91.402851 | ||||||||||||
| 8460 | Cedar Falls Bridge | An uncommon example of a highway deck truss, this bridge's smaller approach deck truss has an unusual bearing halfway up the endpost of the larger main deck truss span. The technical description of the main or most noteworthy span of the bridge is a 145 ft (44.2 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 44.934521 | -91.888586 | CR-BB | Tainter Lake (Red Cedar River) | Cedar Falls | Dunn County, Wisconsin | Wisconsin | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 10 | 4 | 0 | 0 | 1935 | 1992 | Unknown | 6 | 7 | 145 | 44.2 | 431 | 131.37 | 30 | 9.14 | https://historicbridges.org/wisconsin/tainterlakecedarfalls/little_zimg_20211017_182756_small.jpg | https://historicbridges.org/wisconsin/tainterlakecedarfalls/little_zimg_20211017_182756.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/tainterlakecedarfalls/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.934521,-91.888586 | ||||||||||||||
| 8461 | S Bridge | This is a railroad bridge noted for its "S" curve design, but is very hard to photograph. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Minneapolis Steel and Machinery Company of Minneapolis, Minnesota. | 44.814069 | -91.493943 | Railroad (Chippewa River State Rail-Trail) | Chippewa River | Eau Claire | Eau Claire County, Wisconsin | Wisconsin | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 11 | 3 | Metal | Deck | Girder | Fixed | 0 | 0 | 1910 | 0 | Minneapolis Steel and Machinery Company of Minneapolis, Minnesota | 5 | 6 | 100 | 30.48 | 440 | 134.11 | 0 | 0 | https://historicbridges.org/wisconsin/eauclairesbridge/little_eauclairesbridge_1003_4_5vib_small.jpg | https://historicbridges.org/wisconsin/eauclairesbridge/little_eauclairesbridge_1003_4_5vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/eauclairesbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.814069,-91.493943 | ||||||||||
| 8462 | Gilbert Creek Railroad Bridge | Bridge M-538 | This railroad pony truss was moved here long ago, and today serves a trail. The technical description of the main or most noteworthy span of the bridge is a 97.5 ft (29.72 m) metal pin-connected Pratt pony truss, fixed. The bridge was primarily built by Lassig Bridge and Iron Works of Chicago, Illinois. | 44.872505 | -91.941914 | Railroad (Red Cedar State Rail-Trail) | Gilbert Creek | Menomonie | Dunn County, Wisconsin | Wisconsin | United States | Metal | Pratt | Pin-Connected | Pony | Truss | Fixed | 6 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 0 | 1900 | 0 | Lassig Bridge and Iron Works of Chicago, Illinois | 5 | 5 | 97.5 | 29.72 | 140 | 42.67 | 0 | 0 | https://historicbridges.org/wisconsin/redcedartrail/little_redcedartrail_2728_small.jpg | https://historicbridges.org/wisconsin/redcedartrail/little_redcedartrail_2728.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/redcedartrail/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.872505,-91.941914 | ||||||||||
| 8463 | Meadow Hill Bridge | Wilson Creek Railroad Bridge | This lattice through truss bridge has been abandoned. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Lattice (Quadruple Warren) through truss, fixed. The bridge was primarily built by Lassig Bridge and Iron Works of Chicago, Illinois and American Bridge Company of New York, New York. | 44.885657 | -91.929811 | Railroad (Abandon Union Pacific) | Wilson Creek | Menomonie | Dunn County, Wisconsin | Wisconsin | United States | Metal | Lattice (Quadruple Warren) | Rivet-Connected | Through | Truss | Fixed | 11 | 1 | Metal | Deck | Girder | Fixed | 0 | 1 | 1896 | 1957 | Lassig Bridge and Iron Works of Chicago, Illinois and American Bridge Company of New York, New York | 7 | 6 | 150 | 45.72 | 226 | 68.88 | 0 | 0 | https://historicbridges.org/wisconsin/meadowhill/little_zimg_20211017_180955_small.jpg | https://historicbridges.org/wisconsin/meadowhill/little_zimg_20211017_180955.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/meadowhill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.885657,-91.929811 | |||||||||
| 8464 | Red Cedar River Railroad Bridge | This is a very late example of a pin-connected railroad truss bridge. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal pin-connected Pratt deck truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 44.908717 | -91.897414 | Railroad (Union Pacific) | Red Cedar River | Menomonie | Dunn County, Wisconsin | Wisconsin | United States | Metal | Pratt | Pin-Connected | Deck | Truss | Fixed | 6 | 2 | Metal | Deck | Girder | Fixed | 0 | 2 | 1912 | 0 | American Bridge Company of New York, New York | 6 | 6 | 160 | 48.77 | 480 | 146.3 | 0 | 0 | https://historicbridges.org/wisconsin/menomonierr/little_x_johnmarvig_86217_small.jpg | https://historicbridges.org/wisconsin/menomonierr/little_x_johnmarvig_86217.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/menomonierr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.908717,-91.897414 | ||||||||||
| 8465 | Red Cedar River Railroad Bridge | This is an unusual bridge as a relatively short example of a railroad Parker through truss span. The technical description of the main or most noteworthy span of the bridge is a 245 ft (74.68 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. | 45.005306 | -91.757701 | Railroad (Canadian National) | Red Cedar River | Rural | Dunn County, Wisconsin | Wisconsin | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1905 | 0 | Unknown | 6 | 7 | 245 | 74.68 | 245 | 74.68 | 0 | 0 | https://historicbridges.org/wisconsin/cnredcedarcolfax/little_x_johnmarvig_58542_small.jpg | https://historicbridges.org/wisconsin/cnredcedarcolfax/little_x_johnmarvig_58542.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/cnredcedarcolfax/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.005306,-91.757701 | ||||||||||||||
| 8466 | Old Wooden Bridge | This is a locally uncommon example of a timber stringer railroad overpass. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) wood stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 44.077162 | -87.836461 | Wooden Bridge Road (Old Wooden Bridge Lane) | Railroad (Soo Line) | Rural | Manitowoc County, Wisconsin | Wisconsin | United States | Wood | Stringer (Multi-Beam) | Fixed | 0 | 6 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 20 | 6.1 | 101.4 | 30.91 | 18.4 | 5.61 | https://historicbridges.org/wisconsin/oldwooden/little_oldwooden_4000_small.jpg | https://historicbridges.org/wisconsin/oldwooden/little_oldwooden_4000.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/oldwooden/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.077162,-87.836461 | |||||||||||||||||
| 8467 | Promen Drive Bridge | Lakeside Park Bridge | This attractive concrete arch bridge with stone facing compliments the beauty of the park it is located in. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by J. Rassmussen and Sons Co.. The bridge was primarily designed by Charles Whitney. | 43.797530 | -88.443536 | Promen Drive | Lakeside Creek | Fond du Lac | Fond du Lac County, Wisconsin | Wisconsin | United States | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1927 | 0 | J. Rassmussen and Sons Co. | Charles Whitney | 5 | 5 | 60 | 18.29 | 60 | 18.29 | 25 | 7.62 | https://historicbridges.org/wisconsin/promendrive/little_promendrive_4351_small.jpg | https://historicbridges.org/wisconsin/promendrive/little_promendrive_4351.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/promendrive/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.797530,-88.443536 | |||||||||||||
| 8468 | Morse Mill Road Bridge | This is a historic Pratt through truss bridge that has been left standing for pedestrian use only. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by St. Louis Bridge and Iron Company of St. Louis, Missouri. | 38.275333 | -90.652408 | Morse Mill Road | Big River | Rural | Jefferson County, Missouri | Missouri | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 1887 | 0 | St. Louis Bridge and Iron Company of St. Louis, Missouri | 7 | 8 | 180 | 54.86 | 185 | 56.39 | 15 | 4.57 | https://historicbridges.org/missouri/mo_morsemill/little_mo_morsemillrick-_3130_small.jpg | https://historicbridges.org/missouri/mo_morsemill/little_mo_morsemillrick-_3130.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/mo_morsemill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.275333,-90.652408 | ||||||||||||||
| 8469 | Crystal City Underground Bridge | Sand Mine Bridge | This bridge is noted for its very unusual member design and connection details. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 38.212973 | -90.372836 | Mine Access | Plattin Creek | Rural | Jefferson County, Missouri | Missouri | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/missouri/mo_crystal/little_mo_crystal_4134_small.jpg | https://historicbridges.org/missouri/mo_crystal/little_mo_crystal_4134.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/mo_crystal/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.212973,-90.372836 | |||||||||||||
| 8470 | Byrnesville Bridge | Lalumondiere Mill Bridge | This Pratt truss is reportedly both privately owned, but also open to public pedestrian traffic. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by St. Louis Bridge and Iron Company of St. Louis, Missouri (Likely Builder). | 38.391871 | -90.638090 | Old Byrnesville Road | Big River | Rural | Jefferson County, Missouri | Missouri | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1892 | 0 | St. Louis Bridge and Iron Company of St. Louis, Missouri (Likely Builder) | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/missouri/mo_byrnesville/little_mo_byrnesville_3075_small.jpg | https://historicbridges.org/missouri/mo_byrnesville/little_mo_byrnesville_3075.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/mo_byrnesville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.391871,-90.638090 | |||||||||||||
| 8471 | ! | Brighton Approach Bridge | Colerain Viaduct | This overpass bridge is noted for its deep, heavy beams and curved design. The technical description of the main or most noteworthy span of the bridge is a 51 ft (15.54 m) concrete continuous t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by City of Cincinnati. | 39.122996 | -84.532839 | Colerain Avenue Ramp | Central Parkway (US-27, US-127, US-52) | Cincinnati | Hamilton County, Ohio | Ohio | United States | Concrete | T-Beam | Fixed | 0 | Continuous | 7 | 0 | 0 | 1925 | 0 | Unknown | City of Cincinnati | 4 | 6 | 51 | 15.54 | 110 | 33.53 | 32.2 | 9.81 | https://historicbridges.org/ohio/brightonbridge/little_brightonbridge_9043_small.jpg | https://historicbridges.org/ohio/brightonbridge/little_brightonbridge_9043.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/brightonbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.122996,-84.532839 | |||||||||||||
| 8472 | L | Eden Park Reservoir Dam | Very little remains of this dam, which featured a bridge-like design, with a deck on top, and was noted for its ornate stonework and handsome lattice railing. The technical description of the main or most noteworthy span of the bridge is a 55 ft (16.76 m) stone deck arch, fixed. The bridge was primarily built by Unknown. | 39.111848 | -84.492170 | Remains of Dam Access Road | Drained Reservoir | Cincinnati | Hamilton County, Ohio | Ohio | United States | Stone | Deck | Arch | Fixed | 0 | 8 | 0 | 0 | 1878 | 0 | Unknown | 5 | 5 | 55 | 16.76 | 1250 | 381 | 25 | 7.62 | https://historicbridges.org/ohio/edenparkreservoirdam/little_edenparkreservoirdam_9550_small.jpg | https://historicbridges.org/ohio/edenparkreservoirdam/little_edenparkreservoirdam_9550.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/edenparkreservoirdam/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.111848,-84.492170 | |||||||||||||||
| 8473 | L | Twin Lakes Bridge | This small park footbridge was a very old concrete arch bridge, but what is seen today may not be original. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Granitoid Company of Cincinnati, Ohio. | 39.117762 | -84.487306 | Pedestrian Walkway | Twin Lakes | Cincinnati | Hamilton County, Ohio | Ohio | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1903 | 0 | Granitoid Company of Cincinnati, Ohio | 1 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/edenparktwinlakesbridge/little_edenparktwinlakesbridge_9850_1_2vib_small.jpg | https://historicbridges.org/ohio/edenparktwinlakesbridge/little_edenparktwinlakesbridge_9850_1_2vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/edenparktwinlakesbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.117762,-84.487306 | ||||||||||||||
| 8474 | OH-82 Chippewa Creek Bridge | This bridge was designed as a stone faced concrete arch bridge to blend in with its scenic setting. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by D. H. Overman and Ohio State Highway Department. | 41.320266 | -81.621767 | Chippewa Road (OH-82) | Chippewa Creek | Brecksville | Cuyahoga County, Ohio | Ohio | United States | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1932 | 1997 | Unknown | D. H. Overman and Ohio State Highway Department | 5 | 5 | 70 | 21.34 | 73.2 | 22.31 | 36 | 10.97 | https://historicbridges.org/ohio/chippewacreekoh82bridge/little_chippewacreekoh82bridge_1450_small.jpg | https://historicbridges.org/ohio/chippewacreekoh82bridge/little_chippewacreekoh82bridge_1450.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/chippewacreekoh82bridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.320266,-81.621767 | ||||||||||||||
| 8475 | Ottawa Park Bridge | This concrete through girder with articulated floorbeams is located in a park setting. The technical description of the main or most noteworthy span of the bridge is a concrete through girder, fixed. The bridge was primarily built by Unknown. | 41.665843 | -83.598543 | Golf Cart Path | Ottawa River | Toledo | Lucas County, Ohio | Ohio | United States | Concrete | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/toledopark/little_rick-img_6952_small.jpg | https://historicbridges.org/ohio/toledopark/little_rick-img_6952.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/toledopark/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.665843,-83.598543 | ||||||||||||||||
| 8477 | Hallett Street Railroad Overpass | This traditional riveted plate girder overpass stands out on a local level as Hillsdale County does not have the large cities where this bridge type is more common. The technical description of the main or most noteworthy span of the bridge is a 35 ft (10.67 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 41.912715 | -84.648730 | Railroad (Indiana Northeastern) | Hallett Street | Hillsdale | Hillsdale County, Michigan | Michigan | United States | Metal | Through | Girder | Fixed | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 1915 | 0 | Unknown | 2 | 6 | 35 | 10.67 | 100 | 30.48 | 0 | 0 | https://historicbridges.org/michigan/hallett/little_hallett_6277_small.jpg | https://historicbridges.org/michigan/hallett/little_hallett_6277.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/hallett/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.912715,-84.648730 | |||||||||||||
| 8478 | Homer Mill Race Bridge | This small arch bridge is in a park and only used by pedestrians today. It has been altered with new concrete and railings on the north side only. The technical description of the main or most noteworthy span of the bridge is a 34 ft (10.36 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 42.146294 | -84.802449 | Leigh Street (Abandoned Alignment) | Kalamazoo River (Mill Race) | Homer | Calhoun County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 6 | 34 | 10.36 | 65 | 19.81 | 16 | 4.88 | https://historicbridges.org/michigan/homer/little_zimg_20211106_093013_small.jpg | https://historicbridges.org/michigan/homer/little_zimg_20211106_093013.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/homer/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.146294,-84.802449 | |||||||||||||||
| 8479 | OH-424 Benien Creek Bridge | One of several surviving stone arch bridges, many at least partially rehabbed, among the oldest in Ohio, that originally served the Miami and Erie Canal, but not carries a highway. The technical description of the main or most noteworthy span of the bridge is a 19 ft (5.79 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 41.362442 | -84.153430 | OH-424 | Benien Creek | Rural | Henry County, Ohio | Ohio | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1842 | 0 | Unknown | 7 | 7 | 19 | 5.79 | 24 | 7.32 | 0 | 0 | https://historicbridges.org/ohio/oh424_1_benien/little_oh424_1_benien_8680_1_2vib_small.jpg | https://historicbridges.org/ohio/oh424_1_benien/little_oh424_1_benien_8680_1_2vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/oh424_1_benien/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.362442,-84.153430 | |||||||||||||||
| 8480 | OH-424 County Ditch 970 Bridge | One of several surviving stone arch bridges, many at least partially rehabbed, among the oldest in Ohio, that originally served the Miami and Erie Canal, but not carries a highway. The technical description of the main or most noteworthy span of the bridge is a 18 ft (5.49 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 41.369416 | -84.151976 | OH-424 | County Ditch 970 | Rural | Henry County, Ohio | Ohio | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1842 | 0 | Unknown | 7 | 7 | 18 | 5.49 | 25 | 7.62 | 0 | 0 | https://historicbridges.org/ohio/oh424_2_countyditch970/little_oh424_2_countyditch970_8722_small.jpg | https://historicbridges.org/ohio/oh424_2_countyditch970/little_oh424_2_countyditch970_8722.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/oh424_2_countyditch970/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.369416,-84.151976 | |||||||||||||||
| 8481 | OH-424 Garrett Creek Bridge | One of several surviving stone arch bridges, many at least partially rehabbed, among the oldest in Ohio, that originally served the Miami and Erie Canal, but not carries a highway. The technical description of the main or most noteworthy span of the bridge is a 19 ft (5.79 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 41.381210 | -84.143925 | OH-424 (Riverview Avenue) | Garrett Creek | Rural | Henry County, Ohio | Ohio | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1842 | 0 | Unknown | 7 | 7 | 19 | 5.79 | 25 | 7.62 | 0 | 0 | https://historicbridges.org/ohio/oh424_3_garrett/little_oh424_3_garrett_8785_small.jpg | https://historicbridges.org/ohio/oh424_3_garrett/little_oh424_3_garrett_8785.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/oh424_3_garrett/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.381210,-84.143925 | |||||||||||||||
| 8482 | OH-424 Oberhaus Creek Bridge | One of several surviving stone arch bridges, many at least partially rehabbed, among the oldest in Ohio, that originally served the Miami and Erie Canal, but not carries a highway. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 41.399658 | -84.113432 | OH-424 (Riverview Avenue) | Oberhaus Creek | Napoleon | Henry County, Ohio | Ohio | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1842 | 0 | Unknown | 7 | 7 | 20 | 6.1 | 28 | 8.53 | 0 | 0 | https://historicbridges.org/ohio/oh424_4_oberhaus/little_oh424_4_oberhaus_8932_small.jpg | https://historicbridges.org/ohio/oh424_4_oberhaus/little_oh424_4_oberhaus_8932.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/oh424_4_oberhaus/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.399658,-84.113432 | |||||||||||||||
| 8483 | Old US-24 North Turkeyfoot Creek Bridge | One of several surviving stone arch bridges, many at least partially rehabbed, among the oldest in Ohio, that originally served the Miami and Erie Canal, but not carries a highway. The technical description of the main or most noteworthy span of the bridge is a 34 ft (10.36 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 41.414365 | -83.992819 | Old US-24 | North Turkeyfoot Creek | Rural | Henry County, Ohio | Ohio | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1842 | 2015 | Unknown | 7 | 7 | 34 | 10.36 | 40 | 12.19 | 0 | 0 | https://historicbridges.org/ohio/oldus24_5_turkeyfoot/little_zimg_20211106_171118_small.jpg | https://historicbridges.org/ohio/oldus24_5_turkeyfoot/little_zimg_20211106_171118.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/oldus24_5_turkeyfoot/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.414365,-83.992819 | |||||||||||||||
| 8484 | Old US-24 Dry Creek Bridge | One of several surviving stone arch bridges, many at least partially rehabbed, among the oldest in Ohio, that originally served the Miami and Erie Canal, but not carries a highway. The technical description of the main or most noteworthy span of the bridge is a 20.4 ft (6.22 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 41.417181 | -83.982835 | Old US-24 | Dry Creek | Rural | Henry County, Ohio | Ohio | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1842 | 0 | Unknown | 7 | 7 | 20.4 | 6.22 | 23 | 7.01 | 0 | 0 | https://historicbridges.org/ohio/oldus24_6_drycreek/little_zimg_20211106_171457_small.jpg | https://historicbridges.org/ohio/oldus24_6_drycreek/little_zimg_20211106_171457.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/oldus24_6_drycreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.417181,-83.982835 | |||||||||||||||
| 8485 | Old US-24 Bad Creek Bridge | The only multi-span version of several surviving stone arch bridges, many at least partially rehabbed, among the oldest in Ohio, that originally served the Miami and Erie Canal, but not carries a highway. Also has a special monument. The technical description of the main or most noteworthy span of the bridge is a 25 ft (7.62 m) stone Segmental deck arch, fixed. The bridge was primarily built by James Durbin. | 41.423584 | -83.946611 | Old US-24 | Bad Creek | Rural | Henry County, Ohio | Ohio | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1842 | 0 | James Durbin | 7 | 8 | 25 | 7.62 | 60 | 18.29 | 0 | 0 | https://historicbridges.org/ohio/oldus24_7_badcreek/little_zimg_20211106_172054_small.jpg | https://historicbridges.org/ohio/oldus24_7_badcreek/little_zimg_20211106_172054.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/oldus24_7_badcreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.423584,-83.946611 | |||||||||||||||
| 8486 | Old US-24 Belly Creek Bridge | One of several surviving stone arch bridges, many at least partially rehabbed, among the oldest in Ohio, that originally served the Miami and Erie Canal, but not carries a highway. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 41.423286 | -83.943745 | Old US-24 | Belly Creek | Rural | Henry County, Ohio | Ohio | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1842 | 0 | Unknown | 7 | 7 | 0 | 0 | 18 | 5.49 | 0 | 0 | https://historicbridges.org/ohio/oldus24_8_bellycreek/little_zimg_20211106_172607_small.jpg | https://historicbridges.org/ohio/oldus24_8_bellycreek/little_zimg_20211106_172607.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/oldus24_8_bellycreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.423286,-83.943745 | |||||||||||||||
| 8487 | CR-F Railroad Overpass | This is a representative example of nine overpasses that were built in this area as part of an 8.4-mile elevated section called Delta Hill which carried the Malinta Cutoff portion of the Detroit, Toledo and Ironton line over the New York Central and Wabash lines near Delta. The technical description of the main or most noteworthy span of the bridge is a 34 ft (10.36 m) concrete slab, fixed. The bridge was primarily built by Unknown. | 41.559059 | -84.032849 | Railroad (Indiana and Ohio) | CR-F | Rural | Fulton County, Ohio | Ohio | United States | Concrete | Slab | Fixed | 0 | 3 | 0 | 0 | 1929 | 0 | Unknown | 5 | 5 | 34 | 10.36 | 51 | 15.54 | 0 | 0 | https://historicbridges.org/ohio/fultoncrf/little_fultoncrf_7879_small.jpg | https://historicbridges.org/ohio/fultoncrf/little_fultoncrf_7879.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/fultoncrf/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.559059,-84.032849 | |||||||||||||||||
| 8488 | Wabash Cannonball Trail Overpass | This is a representative example of nine overpasses that were built in this area as part of an 8.4-mile elevated section called Delta Hill which carried the Malinta Cutoff portion of the Detroit, Toledo and Ironton line over the New York Central and Wabash lines near Delta. The technical description of the main or most noteworthy span of the bridge is a 84 ft (25.6 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 41.555778 | -84.032829 | Railroad (Indiana and Ohio) | Railroad (Wabash Cannonball Rail-Trail) | Rural | Fulton County, Ohio | Ohio | United States | Metal | Through | Girder | Fixed | 0 | 1 | Concrete | T-Beam | Fixed | 0 | 4 | 1929 | 0 | Unknown | 5 | 5 | 84 | 25.6 | 210 | 64.01 | 0 | 0 | https://historicbridges.org/ohio/fultonwabashtrail/little_zimg_20211106_141911_small.jpg | https://historicbridges.org/ohio/fultonwabashtrail/little_zimg_20211106_141911.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/fultonwabashtrail/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.555778,-84.032829 | |||||||||||||
| 8489 | OH-424 Railroad Overpass | This is a representative example of a railroad overpass that was built by the Detroit, Toledo and Ironton Railroad, which was noted for using a distinctive ornate railing design. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. | 41.415026 | -84.032927 | Railroad (Indiana and Ohio) | OH-424 (Riverview Avenue) | Rural | Henry County, Ohio | Ohio | United States | Concrete | Slab | Fixed | 0 | 1 | 0 | 0 | 1927 | 0 | Unknown | 3 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/oh424rroverpass/little_oh424rroverpass_9019_small.jpg | https://historicbridges.org/ohio/oh424rroverpass/little_oh424rroverpass_9019.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/oh424rroverpass/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.415026,-84.032927 | |||||||||||||||||
| 8490 | CR-T Bridge | This small bridge is an example of an unusual aesthetic railing design that may have been a county design. The technical description of the main or most noteworthy span of the bridge is a 21 ft (6.4 m) concrete slab, fixed. The bridge was primarily built by Unknown. | 41.695134 | -84.384814 | CR-T | Smith Drain | Rural | Fulton County, Ohio | Ohio | United States | Concrete | Slab | Fixed | 0 | 1 | 0 | 0 | 1938 | 0 | Unknown | 1 | 1 | 21 | 6.4 | 23 | 7.01 | 24 | 7.32 | https://historicbridges.org/ohio/crtsmithdrain/little_crtsmithdrain_7144_small.jpg | https://historicbridges.org/ohio/crtsmithdrain/little_crtsmithdrain_7144.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/crtsmithdrain/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.695134,-84.384814 | |||||||||||||||||
| 8492 | L | Cass Street Bridge | This is a non-historic replacement bridge, but it appears the original stones from a previous historic stone arch bridge were placed on the replacement bridge as decorations! The technical description of the main or most noteworthy span of the bridge is a 51.8 ft (15.79 m) stone Segmental deck arch, fixed. The bridge was primarily built by Robert Dunn and Company of Detroit, Michigan. The bridge was primarily designed by Keepers and Thacher of Detroit, Michigan. | 42.245289 | -84.752169 | Cass Street | Kalamazoo River | Albion | Calhoun County, Michigan | Michigan | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1896 | 0 | Robert Dunn and Company of Detroit, Michigan | Keepers and Thacher of Detroit, Michigan | 1 | 1 | 51.8 | 15.79 | 155.8 | 47.49 | 40 | 12.19 | https://historicbridges.org/michigan/cassalbion/little_cassalbion_6010_1_2vib_small.jpg | https://historicbridges.org/michigan/cassalbion/little_cassalbion_6010_1_2vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/cassalbion/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.245289,-84.752169 | |||||||||||||
| 8493 | Main Street Bean Creek Bridge | This is an unusual steel stringer bridge due to its span length which exceeds 60 feet, resulting in uncommon riveted built-up beams. The technical description of the main or most noteworthy span of the bridge is a 68 ft (20.73 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Joseph Plozai, Inc. of Detroit, Michigan and American Bridge Company of New York, New York. The bridge was primarily designed by Michigan State Highway Department. | 41.719476 | -84.220932 | Main Street | Bean Creek | Morenci | Lenawee County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1949 | 2020 | Joseph Plozai, Inc. of Detroit, Michigan and American Bridge Company of New York, New York | Michigan State Highway Department | 2 | 6 | 68 | 20.73 | 70 | 21.34 | 38 | 11.58 | https://historicbridges.org/michigan/morencimiddle/little_morencimiddle_7291_small.jpg | https://historicbridges.org/michigan/morencimiddle/little_morencimiddle_7291.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/morencimiddle/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.719476,-84.220932 | ||||||||||||||||
| 8494 | Morenci Road Ranger Creek Bridge | This small bridge is noted for its combination of concrete railing posts, and the least common form of metal post on its R4 railing. The technical description of the main or most noteworthy span of the bridge is a 27 ft (8.23 m) concrete slab, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 41.718198 | -84.238453 | Morenci Road | Ranger Creek | Rural | Lenawee County, Michigan | Michigan | United States | Concrete | Slab | Fixed | 0 | 1 | 0 | 0 | 1950 | 0 | Unknown | Michigan State Highway Department | 1 | 1 | 27 | 8.23 | 27 | 8.23 | 40 | 12.19 | https://historicbridges.org/michigan/morenciwest/little_morenciwest_7210_small.jpg | https://historicbridges.org/michigan/morenciwest/little_morenciwest_7210.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/morenciwest/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.718198,-84.238453 | ||||||||||||||||
| 8495 | Benn Road Bridge | Severely deteriorated, this is one of the last surviving examples of a bridge from before 1940 that features type R4 railing. The technical description of the main or most noteworthy span of the bridge is a 47 ft (14.33 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.295839 | -84.560185 | Benn Road | Sandstone Creek | Rural | Jackson County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1939 | 0 | Unknown | 2 | 5 | 47 | 14.33 | 49 | 14.94 | 27 | 8.23 | https://historicbridges.org/michigan/benn/little_benn_5971_small.jpg | https://historicbridges.org/michigan/benn/little_benn_5971.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/benn/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.295839,-84.560185 | |||||||||||||||||
| 8497 | Mulberry Road Bridge | This bridge is noted for its relatively long spans for a concrete t-beam bridge over a river, and it retains original R4 railing as well. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) concrete t-beam, fixed. The bridge was primarily built by Fred H. Price and Company. | 41.738951 | -84.233277 | Mulberry Road | Lime Creek | Rural | Lenawee County, Michigan | Michigan | United States | Concrete | T-Beam | Fixed | 0 | 2 | 0 | 0 | 1957 | 0 | Fred H. Price and Company | 1 | 3 | 45 | 13.72 | 90 | 27.43 | 22 | 6.71 | https://historicbridges.org/michigan/mulberryroadlimecreek/little_x_paulplassman_2017_12-16_0556_small.jpg | https://historicbridges.org/michigan/mulberryroadlimecreek/little_x_paulplassman_2017_12-16_0556.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/mulberryroadlimecreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.738951,-84.233277 | |||||||||||||||||
| 8498 | M-156 Bear Creek Bridge | Morey Highway Bridge | This is an increasingly uncommon example of a small-scale bridge using a railing design unique to Michigan, and matching the architecture of other larger period bridges. The technical description of the main or most noteworthy span of the bridge is a 31 ft (9.45 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 41.819258 | -84.235189 | M-156 (Morey Highway) | Bear Creek | Rural | Lenawee County, Michigan | Michigan | United States | Concrete | T-Beam | Fixed | 0 | 1 | 0 | 0 | 1925 | 0 | Unknown | Michigan State Highway Department | 1 | 4 | 31 | 9.45 | 31 | 9.45 | 31 | 9.45 | https://historicbridges.org/michigan/m156bearcreek/little_x_paulplassman_2018_03-11_1486_small.jpg | https://historicbridges.org/michigan/m156bearcreek/little_x_paulplassman_2018_03-11_1486.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m156bearcreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.819258,-84.235189 | |||||||||||||||
| 8499 | Wabash Memorial Bridge | This large bridge over a big river is hidden away in a thickly forested area that this highway passes through. The technical description of the main or most noteworthy span of the bridge is a 427 ft (130.15 m) metal continuous (arch and suspended deck) tied Braced Ribbed through arch, fixed. The bridge was primarily built by Traylor Brothers of Evansville, Indiana and Olinger Brothers. The bridge was primarily designed by Sverdrup and Parcel of St. Louis, Missouri. | 37.943871 | -88.036182 | IN-62 and IL-141 | Wabash River | Rural | White County, Illinois and Posey County, Indiana | Illinois and Indiana | United States | Metal | Braced Ribbed | Tied | Through | Arch | Fixed | 14 | Continuous (Arch and Suspended Deck) | 3 | Metal | Stringer (Multi-Beam) | Fixed | 0 | Continuous | 48 | 1956 | 2009 | Traylor Brothers of Evansville, Indiana and Olinger Brothers | Sverdrup and Parcel of St. Louis, Missouri | 6 | 7 | 427 | 130.15 | 2400 | 731.52 | 26 | 7.92 | https://historicbridges.org/indiana/wabashmemorial/little_wabashmemorial_4055_small.jpg | https://historicbridges.org/indiana/wabashmemorial/little_wabashmemorial_4055.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/wabashmemorial/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.943871,-88.036182 | ||||||||
| 8500 | Kansas Road Bridge | Vanderburgh County Bridge 80 | This is an abandoned ca. 1909 pony truss with pin connections and is noted for its skew. The technical description of the main or most noteworthy span of the bridge is a 76 ft (23.16 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. | 38.064350 | -87.473235 | Kansas Road | Bluegrass Creek | Rural | Vanderburgh County, Indiana | Indiana | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1909 | 0 | Unknown | 6 | 6 | 76 | 23.16 | 78 | 23.77 | 15.7 | 4.79 | https://historicbridges.org/indiana/kansasroad/little_in_kansasroad_3926_small.jpg | https://historicbridges.org/indiana/kansasroad/little_in_kansasroad_3926.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/kansasroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.064350,-87.473235 | |||||||||||||
| 8501 | Heuer Bridge | Perryville Road Bridge | This is an increasingly rare example of a standard riveted pony truss in Missouri, and perhaps one of the only ones safe from demolition as it was moved to private property. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on private property. The bridge is visible from the nearby public road. | 37.364095 | -89.561807 | Private Drive | Cape La Croix Creek | Rural | Cape Girardeau County, Missouri | Missouri | United States | This bridge is on private property. The bridge is visible from the nearby public road. | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1914 | 0 | Unknown | 4 | 6 | 50 | 15.24 | 51 | 15.54 | 0 | 0 | https://historicbridges.org/missouri/heuer/little_heuer_2798_small.jpg | https://historicbridges.org/missouri/heuer/little_heuer_2798.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/heuer/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.364095,-89.561807 | ||||||||||||
| 8502 | Old US-61 Ramsey Branch Bridge | This is an increasingly rare example of a standard riveted pony truss in Missouri. The technical description of the main or most noteworthy span of the bridge is a 80.4 ft (24.51 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Illinois Steel Bridge Company of Jacksonville, Illinois and Rouse Construction Company of Cape Girardeau, Missouri. The bridge was primarily designed by Missouri State Highway Commission. | 37.259909 | -89.564855 | Old US-61 (Kingshighway) | Ramsey Branch (Little Ramsey Creek) | Cape Girardeau | Cape Girardeau County, Missouri | Missouri | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | Concrete | T-Beam | Fixed | 0 | 2 | 1928 | 0 | Illinois Steel Bridge Company of Jacksonville, Illinois and Rouse Construction Company of Cape Girardeau, Missouri | Missouri State Highway Commission | 4 | 6 | 80.4 | 24.51 | 176.8 | 53.89 | 20 | 6.1 | https://historicbridges.org/missouri/ramsey/little_ramsey_2601_small.jpg | https://historicbridges.org/missouri/ramsey/little_ramsey_2601.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/ramsey/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.259909,-89.564855 | ||||||||||
| 8503 | Sandy Lee Watkins Park Bridge 2 | Toler Bridge | This is the second historic bridge moved and preserved at Sandy Watkins Park. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Champion Bridge Company of Wilmington, Ohio. | 37.775900 | -87.390000 | Pedestrian Walkway | Lick Creek Tributary | Rural | Henderson County, Kentucky | Kentucky | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 2021 | Champion Bridge Company of Wilmington, Ohio | 7 | 7 | 60 | 18.29 | 60 | 18.29 | 11.5 | 3.51 | https://historicbridges.org/kentucky/sandywatkins2/little_ky_sandywatkins2_3710_small.jpg | https://historicbridges.org/kentucky/sandywatkins2/little_ky_sandywatkins2_3710.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/sandywatkins2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.775900,-87.390000 | |||||||||||||
| 8504 | Dyers Hill Creek Bridge | This is a rare example of a steel stringer bridge with lattice railings, and it serves a driveway. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on private property. The bridge is visible from the nearby public road. | 37.204010 | -88.397930 | Private Drive | Dyers Hill Creek | Rural | Livingston County, Kentucky | Kentucky | United States | This bridge is on private property. The bridge is visible from the nearby public road. | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 5 | 30 | 9.14 | 30 | 9.14 | 0 | 0 | https://historicbridges.org/kentucky/dyershill/little_ky_dyershill_3675_small.jpg | https://historicbridges.org/kentucky/dyershill/little_ky_dyershill_3675.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/dyershill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.204010,-88.397930 | ||||||||||||||||
| 8505 | ! | North-Brighton Bridge | This former Pennsylvania Railroad overpass is noted for its concrete encased girder design and its location right at an intersection, making it an extremely wide bridge. The technical description of the main or most noteworthy span of the bridge is a 84 ft (25.6 m) metal (concrete encased) through girder, fixed. The bridge was primarily built by Unknown. | 40.453885 | -80.014662 | North Avenue and Brighton Road | Railroad (Norfolk Southern) | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal (Concrete Encased) | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1929 | 0 | Unknown | 5 | 4 | 84 | 25.6 | 88 | 26.82 | 36 | 10.97 | https://historicbridges.org/pennsylvania/northbrighton/little_northbrighton_9853_4_5vib_small.jpg | https://historicbridges.org/pennsylvania/northbrighton/little_northbrighton_9853_4_5vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/northbrighton/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.453885,-80.014662 | |||||||||||||||
| 8506 | Lake Elizabeth Bridges | This listing covers two concrete arch bridges that are found providing pedestrian access to a small island in Lake Elizabeth near the National Avirary. The technical description of the main or most noteworthy span of the bridge is a 51 ft (15.54 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 40.453462 | -80.012181 | Pedestrian Walkway | Lake Elizabeth | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 51 | 15.54 | 51 | 15.54 | 0 | 0 | https://historicbridges.org/pennsylvania/lakeelizabeth/little_lakeelizabeth_9889_90_91vib_small.jpg | https://historicbridges.org/pennsylvania/lakeelizabeth/little_lakeelizabeth_9889_90_91vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/lakeelizabeth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.453462,-80.012181 | |||||||||||||||
| 8507 | Ohiopyle High Bridge | This is a high level deck plate girder that has been converted for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal deck girder, fixed. The bridge was primarily built by Unknown. | 39.875523 | -79.494118 | Railroad (Great Allegheny Passage Rail-Trail) | Youghioogheny River | Ohiopyle | Fayette County, Pennsylvania | Pennsylvania | United States | Metal | Deck | Girder | Fixed | 0 | 6 | 0 | 0 | 0 | 0 | Unknown | 4 | 5 | 110 | 33.53 | 570 | 173.74 | 0 | 0 | https://historicbridges.org/pennsylvania/ohiopyle/little_ohiopyle_zimg_20211003_140626_small.jpg | https://historicbridges.org/pennsylvania/ohiopyle/little_ohiopyle_zimg_20211003_140626.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/ohiopyle/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.875523,-79.494118 | ||||||||||||||||
| 8508 | Turtle Creek Railroad Bridge | This traditional deck plate girder railroad bridge sits right where Turtle Creek empties into the Monongahela River. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal deck girder, fixed. The bridge was primarily built by Unknown. | 40.389848 | -79.852167 | Railroad (Former Baltimore and Ohio) | Turtle Creek | North Versailles and North Braddock | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Deck | Girder | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | Unknown | 2 | 1 | 75 | 22.86 | 155 | 47.24 | 0 | 0 | https://historicbridges.org/pennsylvania/turtlecreekgirder/little_turtlecreekgirder_3910_small.jpg | https://historicbridges.org/pennsylvania/turtlecreekgirder/little_turtlecreekgirder_3910.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turtlecreekgirder/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.389848,-79.852167 | ||||||||||||||||
| 8509 | Woodvale Street Bridge | This is a representative example of a state standard small-scale steel stringer bridge. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 39.973819 | -79.616216 | Woodvale Street (PA-1053) | Gist Run | Dunbar | Fayette County, Pennsylvania | Pennsylvania | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1940 | 0 | Unknown | 1 | 1 | 30 | 9.14 | 33 | 10.06 | 26 | 7.92 | https://historicbridges.org/pennsylvania/woodvale/little_woodvale_zimg_20211003_145341_small.jpg | https://historicbridges.org/pennsylvania/woodvale/little_woodvale_zimg_20211003_145341.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/woodvale/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.973819,-79.616216 | |||||||||||||||||
| 8510 | Clairton Works Railroad Bridge | This low level viaduct style bridge with a variety of span lengths on its approach heads into a steel mill. The technical description of the main or most noteworthy span of the bridge is a 155 ft (47.24 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is partially on private property. The bridge is visible from the nearby public road. | 40.302550 | -79.877410 | Railroad (Wheeling and Lake Erie) | PA-837 (State Street) and Railroad (Norfolk Southern) | Clairton | Allegheny County, Pennsylvania | Pennsylvania | United States | This bridge is partially on private property. The bridge is visible from the nearby public road. | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 155 | 47.24 | 385 | 117.35 | 0 | 0 | https://historicbridges.org/pennsylvania/clairtontrussbridge/little_day2clairtontrussbridge10791_small.jpg | https://historicbridges.org/pennsylvania/clairtontrussbridge/little_day2clairtontrussbridge10791.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/clairtontrussbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.302550,-79.877410 | |||||||||
| 8511 | Clairton Works Bridge South | This is one of two private highway bridges that provide access to the Clairton Works steel mill. The technical description of the main or most noteworthy span of the bridge is a 67 ft (20.42 m) metal through girder, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on private property. The bridge is visible from the nearby public road. | 40.294320 | -79.873390 | Mill Drive | Railroad (Norfolk Southern) | Clairton | Allegheny County, Pennsylvania | Pennsylvania | United States | This bridge is on private property. The bridge is visible from the nearby public road. | Metal | Through | Girder | Fixed | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | Unknown | 2 | 2 | 67 | 20.42 | 605 | 184.4 | 0 | 0 | https://historicbridges.org/pennsylvania/clairtongirderbridgesouth/little_day2clairtongirderbridgesouth10820_1_2_tonemappedv_small.jpg | https://historicbridges.org/pennsylvania/clairtongirderbridgesouth/little_day2clairtongirderbridgesouth10820_1_2_tonemappedv.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/clairtongirderbridgesouth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.294320,-79.873390 | |||||||||||
| 8512 | Clairton Works Bridge North | This is one of two private highway bridges that provide access to the Clairton Works steel mill. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal through girder, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on private property. The bridge is visible from the nearby public road. | 40.307270 | -79.885850 | Mill Drive | Railroad (Norfolk Southern) | Clairton | Allegheny County, Pennsylvania | Pennsylvania | United States | This bridge is on private property. The bridge is visible from the nearby public road. | Metal | Through | Girder | Fixed | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | Unknown | 2 | 2 | 125 | 38.1 | 560 | 170.69 | 0 | 0 | https://historicbridges.org/pennsylvania/clairtongirderbridgenorth/little_day2clairtongirderbridgenorth10831_small.jpg | https://historicbridges.org/pennsylvania/clairtongirderbridgenorth/little_day2clairtongirderbridgenorth10831.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/clairtongirderbridgenorth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.307270,-79.885850 | |||||||||||
| 8513 | Wall Bridge | Spring Hill Road Bridge, Bridge Street Bridge | This abandoned plate girder highway bridge has fairly large girder spans. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal through girder, fixed. The bridge was primarily built by Fort Pitt Bridge Works of Pittsburgh, Pennsylvania. | 40.393980 | -79.798070 | Spring Hill Road (Bridge Street) | Railroad (Norfolk Southern), Railroad Street, and Turtle Creek | Wall and Monroeville | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 2 | Concrete | Slab | Fixed | 0 | 1 | 1915 | 1972 | Fort Pitt Bridge Works of Pittsburgh, Pennsylvania | 4 | 4 | 120 | 36.58 | 268 | 81.69 | 24 | 7.32 | https://historicbridges.org/pennsylvania/bridgestreetwilmerding/little_day2bridgestreetwilmerding10849_50_51_tonemappedv_small.jpg | https://historicbridges.org/pennsylvania/bridgestreetwilmerding/little_day2bridgestreetwilmerding10849_50_51_tonemappedv.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridgestreetwilmerding/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.393980,-79.798070 | ||||||||||||
| 8515 | Turtle Creek Stone Arch Railroad Bridge | Jammed in an area with an unusual number of bridges crossing the creek, this stone arch bridge has been altered with the addition of concrete. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 40.392900 | -79.836320 | Railroad (Norfolk Southern) | Turtle Creek and Railroad | East Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 0 | 0 | Unknown | 5 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/westinghousestone/little_day2westinghouse9426_7_8_tonemappedp_small.jpg | https://historicbridges.org/pennsylvania/westinghousestone/little_day2westinghouse9426_7_8_tonemappedp.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/westinghousestone/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.392900,-79.836320 | |||||||||||||||
| 8516 | PA-837 - New England Hollow Road Bridge | This is a bridge of tiny span but extremely wide width as it carries two roads, and appears to have been widened at some point in its history. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by James W. Powers. | 40.318780 | -79.899320 | New England Hollow Road and PA-837 (Clairton Dravosburg Road) | Unnamed Stream or Run | Clairton | Allegheny County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 0 | 0 | 0 | 0 | 0 | James W. Powers | 1 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/newenglandroadpa837/little_day2newenglandroadpa83710164_small.jpg | https://historicbridges.org/pennsylvania/newenglandroadpa837/little_day2newenglandroadpa83710164.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/newenglandroadpa837/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.318780,-79.899320 | |||||||||||||||
| 8517 | Bowman Avenue Bridge | This is a tiny concrete rigid-frame bridge with decorative railing. The technical description of the main or most noteworthy span of the bridge is a 32.2 ft (9.81 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 40.354160 | -79.843160 | Bowman Avenue | Cliff Street | McKeesport | Allegheny County, Pennsylvania | Pennsylvania | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1935 | 0 | Unknown | 1 | 2 | 32.2 | 9.81 | 35 | 10.67 | 23 | 7.01 | https://historicbridges.org/pennsylvania/bowmanavenuebridge/little_day2bowmanavenuebridge10914_small.jpg | https://historicbridges.org/pennsylvania/bowmanavenuebridge/little_day2bowmanavenuebridge10914.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bowmanavenuebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.354160,-79.843160 | |||||||||||||||||
| 8518 | Maple Avenue Bridge | This small overpass bridge was designed with aesthetics in mind. The technical description of the main or most noteworthy span of the bridge is a 38 ft (11.58 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Booth and Flinn Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Pittsburgh Department of Public Works. | 40.471160 | -80.007890 | Maple Avenue | Charles Street | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1929 | 1953 | Booth and Flinn Company of Pittsburgh, Pennsylvania | Pittsburgh Department of Public Works | 3 | 3 | 38 | 11.58 | 42 | 12.8 | 24 | 7.32 | https://historicbridges.org/pennsylvania/swindelloverpass/little_day5swindelloverpass5198_small.jpg | https://historicbridges.org/pennsylvania/swindelloverpass/little_day5swindelloverpass5198.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/swindelloverpass/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.471160,-80.007890 | ||||||||||||||||
| 8519 | Parkway West Carnegie Interchange | I-376 Carnegie Interchange Exit 65 | This expressway interchange is noted for its use of through plate girders. The technical description of the main or most noteworthy span of the bridge is a 99 ft (30.18 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 40.412910 | -80.079650 | I-376 Ramp | I-376, US-22, US-30 (Penn Lincoln Parkway / Parkway West) | Carnegie and Scott Township | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 3 | 0 | 0 | 1952 | 1976 | Unknown | 5 | 5 | 99 | 30.18 | 172 | 52.43 | 30 | 9.14 | https://historicbridges.org/pennsylvania/carnegieinterchange376/little_day5carnegieinterchange3766036_small.jpg | https://historicbridges.org/pennsylvania/carnegieinterchange376/little_day5carnegieinterchange3766036.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/carnegieinterchange376/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.412910,-80.079650 | |||||||||||||||
| 8520 | Greentree Road Bridge | This overpass is noted for its riveted, arched, built-up beam design. The technical description of the main or most noteworthy span of the bridge is a 85 ft (25.91 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 40.421010 | -80.046350 | Greentree Road (PA-121) | I-376, US-22, US-30 (Penn Lincoln Parkway / Parkway West) | Green Tree | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 0 | 0 | 1950 | 1977 | Unknown | 4 | 4 | 85 | 25.91 | 142 | 43.28 | 54 | 16.46 | https://historicbridges.org/pennsylvania/greentree/little_day5greentree5658_small.jpg | https://historicbridges.org/pennsylvania/greentree/little_day5greentree5658.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/greentree/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.421010,-80.046350 | |||||||||||||||||
| 8521 | Rosslyn Road Bridge | This is a representative example of a plate girder overpass on the parkway. The technical description of the main or most noteworthy span of the bridge is a 114 ft (34.75 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 40.420400 | -80.092630 | Rosslyn Road | I-376, US-22, US-30 (Penn Lincoln Parkway / Parkway West) | Rosslyn Farms | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 3 | 0 | 0 | 1951 | 1976 | Unknown | 2 | 2 | 114 | 34.75 | 184 | 56.08 | 32.5 | 9.91 | https://historicbridges.org/pennsylvania/rosslynfarms376/little_day5rosslynfarms3765354_small.jpg | https://historicbridges.org/pennsylvania/rosslynfarms376/little_day5rosslynfarms3765354.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rosslynfarms376/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.420400,-80.092630 | ||||||||||||||||
| 8522 | Sawmill Run Bridge | This abandoned bridge hints at a former intersection arrangement in this area. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 40.443830 | -80.029140 | Abandoned Road | Sawmill Run | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 1 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/oldsawmillrunbridge/little_day3oldsawmillrunbridge8113_small.jpg | https://historicbridges.org/pennsylvania/oldsawmillrunbridge/little_day3oldsawmillrunbridge8113.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/oldsawmillrunbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.443830,-80.029140 | |||||||||||||||
| 8523 | Carson Street Saw Mill Run Bridge | This tiny concrete arch bridge is hidden underneath ramps and roads in this area. The technical description of the main or most noteworthy span of the bridge is a 36 ft (10.97 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 40.444300 | -80.028080 | Carson Street | Saw Mill Run | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1910 | 0 | Unknown | 1 | 1 | 36 | 10.97 | 36 | 10.97 | 40 | 12.19 | https://historicbridges.org/pennsylvania/sawmillrunbridge/little_day5sawmillrunbridge5332_small.jpg | https://historicbridges.org/pennsylvania/sawmillrunbridge/little_day5sawmillrunbridge5332.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/sawmillrunbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.444300,-80.028080 | |||||||||||||||
| 8524 | Saw Mill Run Railroad Bridge | This is a tiny concrete arch railroad bridge. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 40.444660 | -80.027620 | Railroad (CSX) | Saw Mill Run | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1910 | 0 | Unknown | 2 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/sawmillrunrrbridge/little_day5sawmillrunrrbridge5325_small.jpg | https://historicbridges.org/pennsylvania/sawmillrunrrbridge/little_day5sawmillrunrrbridge5325.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/sawmillrunrrbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.444660,-80.027620 | |||||||||||||||
| 8525 | West End Stone Arch Railroad Bridge | This unusual skewed stone arch bridge is buried by trees today. The technical description of the main or most noteworthy span of the bridge is a stone deck arch, fixed. The bridge was primarily built by Unknown. | 40.444800 | -80.029730 | Railroad (Norfolk Southern) | Railroad (Abandoned Pittsburgh Northwestern Railway) | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Stone | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/westendrr/little_day3westendrr7028_small.jpg | https://historicbridges.org/pennsylvania/westendrr/little_day3westendrr7028.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/westendrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.444800,-80.029730 | ||||||||||||||||
| 8526 | Saw Mill Run Building Bridge | In Pittsburgh, the City of Bridges, even buildings can come in the form of a bridge, in this case a riveted deck plate girder. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. | 40.442730 | -80.031500 | 110 South Main Street (Building) | Saw Mill Run | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Deck | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 1 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/sawmillrunbuildingbridge/little_day3sawmillrunbuildingbridge7814_small.jpg | https://historicbridges.org/pennsylvania/sawmillrunbuildingbridge/little_day3sawmillrunbuildingbridge7814.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/sawmillrunbuildingbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.442730,-80.031500 | ||||||||||||||||
| 8527 | Old Ligonier Street Bridge | Picadio Lane Bridge | This long abandoned concrete arch bridge is extremely deteriorated. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 40.262175 | -79.196940 | Ligonier Street / PA-711 (Abandoned Alignment) | Mill Creek | Rural | Westmoreland County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 2 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/pa711arch/little_pa711arch0151_small.jpg | https://historicbridges.org/pennsylvania/pa711arch/little_pa711arch0151.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pa711arch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.262175,-79.196940 | ||||||||||||||
| 8529 | PA-711 Mill Creek Bridge | This is a representative example of a standard steel stringer from the mid 20th century illustrating the distinctive ornamental railing in use at that time. The technical description of the main or most noteworthy span of the bridge is a 38 ft (11.58 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. | 40.255380 | -79.211210 | PA-711 | Mill Creek | Rural | Westmoreland County, Pennsylvania | Pennsylvania | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | 1955 | 0 | Unknown | Pennsylvania State Highway Department | 1 | 2 | 38 | 11.58 | 79 | 24.08 | 38 | 11.58 | https://historicbridges.org/pennsylvania/pa711b/little_pa711b0088_small.jpg | https://historicbridges.org/pennsylvania/pa711b/little_pa711b0088.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pa711b/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.255380,-79.211210 | ||||||||||||||||
| 8531 | Donegal Lake Road Bridge | This is a small but unaltered example of a concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 22 ft (6.71 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 40.129380 | -79.369290 | Donegal Lake Road (TR-880) | 4 Mile Run | Rural | Westmoreland County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1920 | 0 | Unknown | 4 | 3 | 22 | 6.71 | 24 | 7.32 | 17 | 5.18 | https://historicbridges.org/pennsylvania/donegallakeroad/little_donegallakeroad0021_small.jpg | https://historicbridges.org/pennsylvania/donegallakeroad/little_donegallakeroad0021.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/donegallakeroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.129380,-79.369290 | |||||||||||||||
| 8532 | 140th Avenue Bridge | This is a representative example of a steel stringer overpass over US-131, which used R4 railing for its overpasses. The technical description of the main or most noteworthy span of the bridge is a 59.4 ft (18.11 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Carl Goodwin and Sons of Allegan, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 42.710195 | -85.661400 | 140th Avenue | US-131 | Rural | Allegan County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 0 | 0 | 1957 | 0 | Carl Goodwin and Sons of Allegan, Michigan | Michigan State Highway Department | 2 | 2 | 59.4 | 18.11 | 187.7 | 57.21 | 26 | 7.92 | https://historicbridges.org/michigan/140th131/little_jasonholloway-20220102_130517_small.jpg | https://historicbridges.org/michigan/140th131/little_jasonholloway-20220102_130517.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/140th131/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.710195,-85.661400 | ||||||||||||||||
| 8533 | Lutz Road Bridge | As a pre-1960 bridge, this is among the earlier pre-stressed concrete bridges in Michigan. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) pre-stressed concrete box beam, fixed. The bridge was primarily built by Brooks and Metcalfe. | 41.842929 | -85.623544 | Lutz Road | Fawn River | Rural | St. Joseph County, Michigan | Michigan | United States | Pre-Stressed Concrete | Box Beam | Fixed | 0 | 2 | 0 | 0 | 1959 | 0 | Brooks and Metcalfe | 1 | 1 | 45 | 13.72 | 90 | 27.43 | 30 | 9.14 | https://historicbridges.org/michigan/lutz/little_jasonholloway-20211013_161840_small.jpg | https://historicbridges.org/michigan/lutz/little_jasonholloway-20211013_161840.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/lutz/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.842929,-85.623544 | |||||||||||||||||
| 8534 | M-89 Wabascon Creek Bridge | This is a state standard steel stringer bridge. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) metal stringer (multi-beam), fixed. The bridge was primarily built by L. W. Lamb Company of Jackson, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 42.352108 | -85.253783 | M-89 (Michigan Avenue) | Wabascon Creek | Bedford | Calhoun County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1947 | 0 | L. W. Lamb Company of Jackson, Michigan | Michigan State Highway Department | 1 | 1 | 45 | 13.72 | 45 | 13.72 | 46.6 | 14.2 | https://historicbridges.org/michigan/m89wabascon/little_jasonholloway-20211001_163620_small.jpg | https://historicbridges.org/michigan/m89wabascon/little_jasonholloway-20211001_163620.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m89wabascon/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.352108,-85.253783 | ||||||||||||||||
| 8535 | Union City Road Bridge | This standard steel stringer bridge with R4 railing features steel intermediate railing posts and concrete end posts. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.065456 | -85.128446 | Union City Road (Coldwater Street) | Coldwater River | Union City | Branch County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 0 | 0 | 1955 | 0 | Unknown | 1 | 1 | 40 | 12.19 | 110 | 33.53 | 24 | 7.32 | https://historicbridges.org/michigan/unioncityroad/little_jasonholloway-20211015_144714_small.jpg | https://historicbridges.org/michigan/unioncityroad/little_jasonholloway-20211015_144714.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/unioncityroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.065456,-85.128446 | |||||||||||||||||
| 8536 | Johnson Ditch Bridge | This tiny riveted pony truss is a remnant of the historic Lincoln Highway. The technical description of the main or most noteworthy span of the bridge is a 34 ft (10.36 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 41.175322 | -85.268927 | US-33 (Historic Lincoln Highway) (Goshen Road) (Abandoned Alignment) | Johnson Ditch | Rural | Allen County, Indiana | Indiana | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1913 | 0 | Unknown | 5 | 6 | 34 | 10.36 | 35 | 10.67 | 15.7 | 4.79 | https://historicbridges.org/indiana/oldlincoln33/little_jasonholloway-20211208_144201_small.jpg | https://historicbridges.org/indiana/oldlincoln33/little_jasonholloway-20211208_144201.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/oldlincoln33/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.175322,-85.268927 | ||||||||||||||
| 8537 | Mishawaka Avenue Railroad Overpass | This is a regionally rare example of a concrete arch railroad overpass, and is noted for its handsome architectural detailing. The technical description of the main or most noteworthy span of the bridge is a 74 ft (22.56 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Foley Brothers and Fulton and Peppard of St. Paul, Minnesota. | 41.666159 | -86.231935 | Railroad (Canadian National) | Mishawaka Avenue | South Bend | St. Joseph County, Indiana | Indiana | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1929 | 0 | Foley Brothers and Fulton and Peppard of St. Paul, Minnesota | 6 | 7 | 74 | 22.56 | 134 | 40.84 | 28 | 8.53 | https://historicbridges.org/indiana/sbarchoverpass/little_jasonholloway-20211231_163924_small.jpg | https://historicbridges.org/indiana/sbarchoverpass/little_jasonholloway-20211231_163924.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/sbarchoverpass/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.666159,-86.231935 | |||||||||||||||
| 8538 | Grand River North Railroad Bridge | This is a large, but traditional railroad deck plate girder bridge. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal deck girder, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 42.992813 | -85.673471 | Railroad (Grand Rapids Eastern) | Grand River | Grand Rapids | Kent County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 9 | 0 | 0 | 1907 | 0 | American Bridge Company of New York, New York | 3 | 3 | 100 | 30.48 | 720 | 219.46 | 0 | 0 | https://historicbridges.org/michigan/northrr/little_northrrbridge21_small.jpg | https://historicbridges.org/michigan/northrr/little_northrrbridge21.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/northrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.992813,-85.673471 | ||||||||||||||||
| 8539 | Silver Lake Road Culvert | This is a tiny example of a style of bridge and culvert used in Michigan in the 1920s and 1930s for small-span crossings is noted for its distinctive solid parapet railing. The technical description of the main or most noteworthy span of the bridge is a concrete culvert, fixed. The bridge was primarily built by Unknown. | 42.809617 | -83.745954 | Silver Lake Road | Lake Ponemah and Silver Lake Outlet | Fenton | Genesee County, Michigan | Michigan | United States | Concrete | Culvert | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 1 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/silverlakeculvert/little_img_20210730_152348b_small.jpg | https://historicbridges.org/michigan/silverlakeculvert/little_img_20210730_152348b.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/silverlakeculvert/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.809617,-83.745954 | |||||||||||||||||
| 8540 | Mendon Railroad Bridge | This abandoned and traditional railroad deck plate girder bridge is located in a park setting. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. | 42.000070 | -85.459140 | Railroad (Abandoned Conrail) | St. Joseph River | Mendon | St. Joseph County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 6 | 0 | 0 | 0 | 0 | Unknown | 2 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/mendonrr/little_p1810468_small.jpg | https://historicbridges.org/michigan/mendonrr/little_p1810468.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/mendonrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.000070,-85.459140 | ||||||||||||||||
| 8541 | Fenton Road Railroad Overpass | This is an example of a concrete encased steel stringer railroad overpass. The technical description of the main or most noteworthy span of the bridge is a metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.998979 | -83.693187 | Railroad (Canadian National) | Fenton Road | Flint | Genesee County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 4 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/fentonrr/little_p1750496_small.jpg | https://historicbridges.org/michigan/fentonrr/little_p1750496.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/fentonrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.998979,-83.693187 | |||||||||||||||||
| 8542 | Flint River and East Boulevard Railroad Bridge | This is a traditional deck plate girder railroad bridge over the river, and this listing also includes photos of a nearby overpass bridge as well. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal deck girder, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 43.056948 | -83.666483 | Railroad (CSX) | Flint River and East Boulevard | Flint | Genesee County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 4 | 0 | 0 | 1916 | 0 | American Bridge Company of New York, New York | 1 | 1 | 70 | 21.34 | 255 | 77.72 | 0 | 0 | https://historicbridges.org/michigan/flintwaterplantrr/little_brg_5021_small.jpg | https://historicbridges.org/michigan/flintwaterplantrr/little_brg_5021.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/flintwaterplantrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.056948,-83.666483 | ||||||||||||||||
| 8543 | McCurdy-Mitchell Park Bridge | This pedestrian bridge was erected here in using salvaged riveted steel beams from another unknown bridge. The technical description of the main or most noteworthy span of the bridge is a 52 ft (15.85 m) metal deck girder, fixed. The bridge was primarily built by Unknown. | 42.985957 | -84.125282 | Pedestrian Walkway | Shiawassee River | Corunna | Shiawassee County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 2 | 0 | 0 | 0 | 1973 | Unknown | 1 | 1 | 52 | 15.85 | 104 | 31.7 | 0 | 0 | https://historicbridges.org/michigan/corunna/little_p2840280_small.jpg | https://historicbridges.org/michigan/corunna/little_p2840284.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/corunna/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.985957,-84.125282 | ||||||||||||||||
| 8544 | Muir Railroad Bridge | This is a traditional railroad deck plate girder bridge that has been converted for rail-trail use. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. | 42.996915 | -84.928834 | Railroad (Fred Meijer Clinton-Ionia-Shiawassee Rail-Trail) | Maple River | Muir | Ionia County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 6 | 0 | 0 | 0 | 0 | Unknown | 1 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/muirrr/little_20150806_162103_small.jpg | https://historicbridges.org/michigan/muirrr/little_20150806_162103.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/muirrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.996915,-84.928834 | ||||||||||||||||
| 8545 | Beaver Road Private Bridge | Hembling Drain Bridge | This is a simple steel footbridge that was built by someone who salvaged and reused lattice railing from an unknown previous bridge. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 43.667544 | -83.996337 | Abandoned Private Walkway | Hembling Drain | Rural | Bay County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 1 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/beaverroadprivate/little_beaverroadprivate_6121_small.jpg | https://historicbridges.org/michigan/beaverroadprivate/little_beaverroadprivate_6121.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/beaverroadprivate/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.667544,-83.996337 | ||||||||||||||||
| 8546 | Petersburg Bridge | Pike County Bridge 150 | This may be the only remaining example of a bowstring built by this company and with these unique design details. The technical description of the main or most noteworthy span of the bridge is a 92.5 ft (28.19 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by Smith Bridge Company of Toledo, Ohio (Design, Fabricator) and William T. Washer of Troy, Indiana (Builder). | 38.487781 | -87.285912 | Water Street | Prides Creek | Petersburg | Pike County, Indiana | Indiana | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Pony | Truss | Fixed | 10 | 1 | 0 | 0 | 1875 | 2021 | Smith Bridge Company of Toledo, Ohio (Design, Fabricator) and William T. Washer of Troy, Indiana (Builder) | 9 | 9 | 92.5 | 28.19 | 94.2 | 28.71 | 12 | 3.66 | https://historicbridges.org/indiana/petersburg/main_small.jpg | https://historicbridges.org/indiana/petersburg/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/petersburg/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.487781,-87.285912 | |||||||||||||
| 8547 | L | Gold Star Memorial Bridge | Groton-New London Bridge | This is a large deck truss that today is only significant for its surviving original approach spans. The technical description of the main or most noteworthy span of the bridge is a 540 ft (164.59 m) metal continuous bolt-connected Warren deck truss, fixed. The bridge was primarily built by Harris Structural Steel Company of New York, New York. | 41.363865 | -72.087419 | I-95 Northbound | Thames River and Various Roads and Railroads | New London and Groton | New London County, Connecticut | Connecticut | United States | Metal | Warren | Bolt-Connected | Deck | Truss | Fixed | 0 | Continuous | 11 | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 10 | Continuous (Straight Chords) | 20 | 1943 | 1975 | Harris Structural Steel Company of New York, New York | 6 | 6 | 540 | 164.59 | 5931.4 | 1807.89 | 80 | 24.38 | https://historicbridges.org/connecticut/newlondon/little_newlondon_2884_5_6vib_small.jpg | https://historicbridges.org/connecticut/newlondon/little_newlondon_2884_5_6vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/newlondon/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.363865,-72.087419 | ||||
| 8548 | L | New London - Groton Railroad Bridge | This bridge, sadly altered by loss of its main span, was the work of several nationally recognized engineers. The technical description of the main or most noteworthy span of the bridge is a 212 ft (64.62 m) metal rivet-connected Warren through truss, movable: single leaf bascule, Heel Trunnion. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois and Ralph Modjeski and Gustav Lindenthal . | 41.363110 | -72.087745 | Railroad (Amtrak Northeast Corridor) | Thames River | New London and Groton | New London County, Connecticut | Connecticut | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Single Leaf Bascule | Heel Trunnion | 0 | 1 | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 9 | 4 | 1919 | 0 | American Bridge Company of New York, New York | Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois and Ralph Modjeski and Gustav Lindenthal | 6 | 7 | 212 | 64.62 | 1394 | 424.89 | 0 | 0 | https://historicbridges.org/connecticut/newlondonrailroadbridge/little_newlondonrailroadbridge_2947_8_9vib_small.jpg | https://historicbridges.org/connecticut/newlondonrailroadbridge/little_newlondonrailroadbridge_2947_8_9vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/newlondonrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.363110,-72.087745 | |||||
| 8549 | Devon Bridge | This bridge is configured as a pair of bridges, each containing noteworthy approach spans and bascule main spans that are among the oldest of their kind in the entire country.. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. | 41.205208 | -73.110168 | Railroad (Amtrak Northeast Corridor and Metro North) | Housatonic River | Stratford and Milford | New Haven County, Connecticut and Fairfield County, Connecticut | Connecticut | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | Metal | Baltimore | Pin-Connected | Through | Truss | Fixed | 14 | 6 | 1905 | 1990 | American Bridge Company of New York, New York | Scherzer Rolling Lift Bridge Company of Chicago, Illinois | 8 | 9 | 110 | 33.53 | 1052 | 320.65 | 0 | 0 | https://historicbridges.org/connecticut/devonrailroadbridge/little_devonrailroadbridge_9088_89_90vib_small.jpg | https://historicbridges.org/connecticut/devonrailroadbridge/little_devonrailroadbridge_9088_89_90vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/devonrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.205208,-73.110168 | |||||||
| 8550 | Westport Railroad Bridge | This railroad bridge contains a small plate girder bascule span that is among the oldest surviving Scherzer rolling lift bascules in the country. The technical description of the main or most noteworthy span of the bridge is a 98 ft (29.87 m) metal deck girder, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. | 41.119388 | -73.368523 | Railroad (Amtrak Northeast Corridor and Metro North) | Saugatuck River | Westport | Fairfield County, Connecticut | Connecticut | United States | Metal | Deck | Girder | Movable: Single Leaf Bascule | Rolling Lift | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 5 | 1905 | 1990 | Pennsylvania Steel Company of Steelton, Pennsylvania | Scherzer Rolling Lift Bridge Company of Chicago, Illinois | 7 | 7 | 98 | 29.87 | 459 | 139.9 | 0 | 0 | https://historicbridges.org/connecticut/saugatuckriverrailroadbridge/little_saugatuckriverrailroadbridge_8107_8_9vib_small.jpg | https://historicbridges.org/connecticut/saugatuckriverrailroadbridge/little_saugatuckriverrailroadbridge_8107_8_9vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/saugatuckriverrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.119388,-73.368523 | ||||||||||
| 8551 | Grand Avenue Bridge | This modern, non-historic swing bridge is only included on this website because, aside from the use of bolts instead of rivets, otherwise appears to replicate the bridge it replaced fairly closely. The technical description of the main or most noteworthy span of the bridge is a 210 ft (64.01 m) metal pin-connected Pratt through truss, movable: swing, Center Pier. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. The bridge was primarily designed by H. C. Keith and C. W. Kelly. | 41.308964 | -72.887861 | Grand Avenue | Quinnipiac River | Fair Haven | New Haven County, Connecticut | Connecticut | United States | Metal | Pratt | Pin-Connected | Through | Truss | Movable: Swing | Center Pier | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 4 | 1984 | 0 | Berlin Iron Bridge Company of East Berlin, Connecticut | H. C. Keith and C. W. Kelly | 0 | 0 | 210 | 64.01 | 426 | 129.84 | 34 | 10.36 | https://historicbridges.org/connecticut/newhavengrandavenue/little_newhavengrandavenue_9528_29_30vib_small.jpg | https://historicbridges.org/connecticut/newhavengrandavenue/little_newhavengrandavenue_9528_29_30vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/newhavengrandavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.308964,-72.887861 | ||||||||
| 8552 | Succor Brook Culvert | This small concrete culvert has riveted lattice railing which may have been salvaged from the previous bridge at this location. The technical description of the main or most noteworthy span of the bridge is a concrete culvert, fixed. The bridge was primarily built by Unknown. | 41.451300 | -72.461160 | Lumber Yard Road (Connecticut River Road) | Succor Brook | East Haddam | Middlesex County, Connecticut | Connecticut | United States | Concrete | Culvert | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 1 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/connecticut/succorbrookbridge/little_succorbrookbridge_1896_small.jpg | https://historicbridges.org/connecticut/succorbrookbridge/little_succorbrookbridge_1896.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/succorbrookbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.451300,-72.461160 | |||||||||||||||||
| 8553 | Mattabesset River Bridge | This unusual plate girder currently carries a waterline, but it may have originally been a railroad bridge. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 41.617090 | -72.711730 | Water Pipeline | Mattabesset River | Cromwell | Middlesex County, Connecticut and Hartford County, Connecticut | Connecticut | United States | Metal | Through | Girder | Fixed | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 1 | 0 | 0 | Unknown | 3 | 3 | 100 | 30.48 | 180 | 54.86 | 0 | 0 | https://historicbridges.org/connecticut/mattabessetrivergirder/little_mattabessetrivergirder_0513_small.jpg | https://historicbridges.org/connecticut/mattabessetrivergirder/little_mattabessetrivergirder_0513.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/mattabessetrivergirder/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.617090,-72.711730 | ||||||||||||
| 8554 | CR-910 South Bridge | This steel stringer bridge appears to have salvaged and reused lattice railings from a previous bridge. The technical description of the main or most noteworthy span of the bridge is a 28.2 ft (8.6 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 38.422837 | -86.394098 | CR-910 South | Branch of Patoka River | Rural | Orange County, Indiana | Indiana | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1940 | 1993 | Unknown | 1 | 1 | 28.2 | 8.6 | 30.2 | 9.2 | 15.7 | 4.79 | https://historicbridges.org/indiana/latticebridge/little_latticebridge_1964_5_6r_small.jpg | https://historicbridges.org/indiana/latticebridge/little_latticebridge_1964_5_6r.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/latticebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.422837,-86.394098 | |||||||||||||||||
| 8555 | Pleasant View Road Bridge | Unaltered with original railings, this bridge is a good representative example of a concrete curved t-beam overpass in Indiana. The technical description of the main or most noteworthy span of the bridge is a 65.5 ft (19.96 m) concrete curved t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Indiana State Highway Commission. | 39.661736 | -85.943108 | Pleasant View Road (Walnut Street) | I-74 | Pleasant View | Shelby County, Indiana | Indiana | United States | Concrete | Curved | T-Beam | Fixed | 0 | 4 | 0 | 0 | 1958 | 1999 | Unknown | Indiana State Highway Commission | 2 | 3 | 65.5 | 19.96 | 216.5 | 65.99 | 28 | 8.53 | https://historicbridges.org/indiana/i74walnutstreetoverpass/little_i74walnutstreetoverpass_4557_8_9vib_small.jpg | https://historicbridges.org/indiana/i74walnutstreetoverpass/little_i74walnutstreetoverpass_4557_8_9vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/i74walnutstreetoverpass/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.661736,-85.943108 | |||||||||||||||
| 8557 | Grayville Railroad Bridge | This bridge has a long, complicated history that includes collapses twice in its history. The technical description of the main or most noteworthy span of the bridge is a 238 ft (72.54 m) metal pin-connected Pratt through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Unknown. | 38.230912 | -87.983405 | Railroad (Illinois Central) | Wabash River | Grayville | White County, Illinois and Gibson County, Indiana | Illinois and Indiana | United States | Metal | Pratt | Pin-Connected | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 0 | 1 | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 0 | 1892 | 2005 | Unknown | 8 | 8 | 238 | 72.54 | 2700 | 822.96 | 0 | 0 | https://historicbridges.org/indiana/wabashriverrailroadbridge/little_wabashriverrailroadbridge_3272ab_small.jpg | https://historicbridges.org/indiana/wabashriverrailroadbridge/little_wabashriverrailroadbridge_3272ab.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/wabashriverrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.230912,-87.983405 | |||||||
| 8558 | John A. Roebling Sons Upper Wire Works Office Bridge | Test Suspension Bridge | Although it does not appear to be original materials, it is believed this bridge represents the original intent of John A. Roebling's Sons to display a tiny suspension bridge as an integral part of their wire works. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal wire cable suspension, fixed. The bridge was primarily built by John A. Roebling Sons Company of Trenton, New Jersey. | 40.209030 | -74.754009 | Pedestrian Walkway (Abandoned) | Ground | Trenton | Mercer County, New Jersey | New Jersey | United States | Metal | Wire Cable | Suspension | Fixed | 0 | 1 | 0 | 0 | 1930 | 0 | John A. Roebling Sons Company of Trenton, New Jersey | 6 | 6 | 50 | 15.24 | 50 | 15.24 | 0 | 0 | https://historicbridges.org/newjersey/roeblingskybridge/little_roeblingskybridge_2565_6_7vib_small.jpg | https://historicbridges.org/newjersey/roeblingskybridge/little_roeblingskybridge_2565_6_7vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/roeblingskybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.209030,-74.754009 | |||||||||||||||
| 8559 | Eddyville Bridge | This is a somewhat unusual and early example of a fairly large steel bridge span composed largely of welded construction. The technical description of the main or most noteworthy span of the bridge is a 340 ft (103.63 m) metal Solid Ribbed through arch, fixed. The bridge was primarily built by Shanahan Construction Company of Ellenville, New York. | 41.894816 | -74.018906 | NY-213 | Rondout Creek | Eddyville | Ulster County, New York | New York | United States | Metal | Solid Ribbed | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1957 | 2017 | Shanahan Construction Company of Ellenville, New York | 5 | 5 | 340 | 103.63 | 346 | 105.46 | 30.2 | 9.2 | https://historicbridges.org/newyork/eddyvillebridge/little_eddyvillebridge_7150_small.jpg | https://historicbridges.org/newyork/eddyvillebridge/little_eddyvillebridge_7150.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/eddyvillebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.894816,-74.018906 | |||||||||||||||
| 8560 | Rockland Road Bridge | This is a fairly old example of a stone arch bridge with a brick ring. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) stone and brick Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 41.035070 | -73.919154 | Rockland Road | Sparkill Creek | Piermont | Rockland County, New York | New York | United States | Stone and Brick | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1874 | 0 | Unknown | 6 | 7 | 20 | 6.1 | 28 | 8.53 | 16 | 4.88 | https://historicbridges.org/newyork/rocklandroadbridge/little_rocklandroadbridge_9604_small.jpg | https://historicbridges.org/newyork/rocklandroadbridge/little_rocklandroadbridge_9604.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/rocklandroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.035070,-73.919154 | |||||||||||||||
| 8561 | US-9W Popolopen Creek Bridge | This large deck truss bridge was widened in 1937 by adding a very similar, but not identical, parallel set of trusses next to the original. The technical description of the main or most noteworthy span of the bridge is a 326 ft (99.36 m) metal continuous rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. | 41.323510 | -73.989998 | US-9W | Popolopen Creek | Fort Montgomery | Orange County, New York | New York | United States | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 12 | Continuous | 3 | 0 | 0 | 1916 | 2017 | Unknown | 7 | 7 | 326 | 99.36 | 608 | 185.32 | 0 | 0 | https://historicbridges.org/newyork/us9wpopolopencreekbridge/main_small.jpg | https://historicbridges.org/newyork/us9wpopolopencreekbridge/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/us9wpopolopencreekbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.323510,-73.989998 | |||||||||||||
| 8562 | Trenton Avenue Bridge | This is an uncommon and unaltered example of a concrete rigid-frame crossing a waterway in Pennsylvania. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. | 40.218101 | -74.780143 | Trenton Avenue | Delaware Canal and Delaware Canal Towpath | Morrisville | Bucks County, Pennsylvania | Pennsylvania | United States | Concrete | Rigid-Frame | Fixed | 0 | 1 | 0 | 0 | 1938 | 0 | Unknown | 4 | 5 | 60 | 18.29 | 70 | 21.34 | 40 | 12.19 | https://historicbridges.org/pennsylvania/delawarecanalmorrisville/little_delawarecanalmorrisville_5466_7_8vib_small.jpg | https://historicbridges.org/pennsylvania/delawarecanalmorrisville/little_delawarecanalmorrisville_5466_7_8vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/delawarecanalmorrisville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.218101,-74.780143 | |||||||||||||||||
| 8563 | Mahoning Creek Railroad Bridge Bridge | This plate girder bridge is noted for its massive girders and curved alignment and is situated alongside the Allegheny River. The technical description of the main or most noteworthy span of the bridge is a 114 ft (34.75 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 40.933010 | -79.461930 | Railroad (Armstrong Rail-Trail) | Mahoning Creek | Rural | Armstrong County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 3 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 114 | 34.75 | 342 | 104.24 | 0 | 0 | https://historicbridges.org/pennsylvania/mahoningcreekrailroad/little_mahoningcreekrailroad_9532_3_4vib_small.jpg | https://historicbridges.org/pennsylvania/mahoningcreekrailroad/little_mahoningcreekrailroad_9532_3_4vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/mahoningcreekrailroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.933010,-79.461930 | ||||||||||||||||
| 8564 | Sherbourne Street Bridge | This is a high level riveted deck plate girder bridge. The technical description of the main or most noteworthy span of the bridge is a metal Variable Depth deck girder, fixed. The bridge was primarily built by Unknown. | 43.673225 | -79.377174 | Sherbourne Street | Rosedale Valley Road | Toronto | Toronto City, Ontario | Ontario | Canada | Metal | Variable Depth | Deck | Girder | Fixed | 0 | 3 | 0 | 0 | 1952 | 0 | Unknown | 3 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/sherbourne/little_torontodvpandotherdrive_0068_small.jpg | https://historicbridges.org/ontario/sherbourne/little_torontodvpandotherdrive_0068.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/sherbourne/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.673225,-79.377174 | |||||||||||||||
| 8565 | Dundas Bridge | This bascule bridge looks newer than it is because its girders are of welded construction rather than riveted. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal through girder, movable: single leaf bascule, Fixed Trunnion. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. The bridge was primarily designed by Laughlin, Wyllie, and Ufnal of Toronto, Ontario. | 42.595030 | -82.381536 | Margaret Avenue and James Street (RR-78) | North Branch Sydenham River | Wallaceburg | Chatham-Kent Region, Ontario | Ontario | Canada | Metal | Through | Girder | Movable: Single Leaf Bascule | Fixed Trunnion | 0 | 1 | Metal | Through | Girder | Fixed | 0 | 1 | 1961 | 1990 | Dominion Bridge Company of Montréal, Québec | Laughlin, Wyllie, and Ufnal of Toronto, Ontario | 5 | 5 | 100 | 30.48 | 204 | 62.18 | 50.8 | 15.48 | https://historicbridges.org/ontario/wallaceburg2/little_img_0033_small.jpg | https://historicbridges.org/ontario/wallaceburg2/little_img_0033.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/wallaceburg2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.595030,-82.381536 | ||||||||||
| 8566 | L | New Clay's Ferry Bridge | While the bridge seen today lacks historic significance, it is a rather interesting story in addressing the ever-increasing traffic needs of busy I-75. The technical description of the main or most noteworthy span of the bridge is a 448 ft (136.55 m) metal continuous Warren deck truss, fixed. The bridge was primarily built by Unknown. | 37.884031 | -84.339687 | I-75 | Kentucky River and KY-2328 | Rural | Fayette County, Kentucky and Madison County, Kentucky | Kentucky | United States | Metal | Warren | Deck | Truss | Fixed | 0 | Continuous | 5 | Pre-Stressed Concrete | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1998 | 0 | Unknown | 0 | 0 | 448 | 136.55 | 1714 | 522.43 | 119 | 36.27 | https://historicbridges.org/kentucky/claysferrynew/little_ky_claysferrynew_2440_small.jpg | https://historicbridges.org/kentucky/claysferrynew/little_ky_claysferrynew_2440.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/claysferrynew/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.884031,-84.339687 | ||||||||||
| 8567 | Fergus Road Bridge | This is an unaltered example of a standard steel stringer with R4 railing. The technical description of the main or most noteworthy span of the bridge is a 54.8 ft (16.7 m) metal stringer (multi-beam), fixed. The bridge was primarily built by E. C. Nolan and Son of Detroit, Michigan. | 43.256375 | -83.995492 | Fergus Road | Misteguey Creek | Rural | Saginaw County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | 1947 | 0 | E. C. Nolan and Son of Detroit, Michigan | 1 | 1 | 54.8 | 16.7 | 110 | 33.53 | 30 | 9.14 | https://historicbridges.org/michigan/fergusmisteguey/little_img_2304_small.jpg | https://historicbridges.org/michigan/fergusmisteguey/little_img_2304.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/fergusmisteguey/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.256375,-83.995492 | |||||||||||||||||
| 8569 | ! | Sashabaw Road Bridge | This is a very small and very early example of a curved t-beam bridge in Michigan. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) concrete curved t-beam, fixed. The bridge was primarily built by Unknown. | 42.706898 | -83.375714 | Sashabaw Road | Clinton River | Waterford Township | Oakland County, Michigan | Michigan | United States | Concrete | Curved | T-Beam | Fixed | 0 | 1 | 0 | 0 | 1928 | 0 | Unknown | 5 | 5 | 30 | 9.14 | 33.8 | 10.3 | 40 | 12.19 | https://historicbridges.org/michigan/sashabaw/little_img_3925_small.jpg | https://historicbridges.org/michigan/sashabaw/little_img_3925.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/sashabaw/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.706898,-83.375714 | |||||||||||||||
| 8570 | Dorset Railroad Bridge | This long abandoned bridge only carries a pipeline now but was originally part of Lake Shore and Michigan Southern Railroad Franklin Division High Grade. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. | 41.700259 | -80.691586 | Railroad (Abandoned New York Central) | Mill Creek | Rural (Dorset) | Ashtabula County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Deck | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/millcreekbridge_ashtabula/little_img_7957_small.jpg | https://historicbridges.org/ohio/millcreekbridge_ashtabula/little_img_7957.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/millcreekbridge_ashtabula/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.700259,-80.691586 | ||||||||||||||
| 8571 | Tower Road Bridge | This is a small but unusual concrete arch bridge with an railing that follows the curve of the arch. The technical description of the main or most noteworthy span of the bridge is a 62 ft (18.9 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 41.691442 | -80.690828 | Tower Road | Mill Creek | Rural | Ashtabula County, Ohio | Ohio | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1925 | 0 | Unknown | 5 | 6 | 62 | 18.9 | 68 | 20.73 | 15 | 4.57 | https://historicbridges.org/ohio/towerrd_ashtabula/little_img_7980_small.jpg | https://historicbridges.org/ohio/towerrd_ashtabula/little_img_7980.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/towerrd_ashtabula/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.691442,-80.690828 | |||||||||||||||
| 8572 | Custar Road Private Bridge | This abandoned traditional Pratt truss bridge is inaccessible on private property. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on private property. | 41.339330 | -83.842640 | Private Farmland Access | Jackson Cutoff Ditch | Rural | Wood County, Ohio | Ohio | United States | This bridge is on private property. | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/custar_wood/little_acustar2_small.jpg | https://historicbridges.org/ohio/custar_wood/little_acustar2.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/custar_wood/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.339330,-83.842640 | |||||||||||||
| 8573 | Croft Farms Culvert Railings | This culvert has salvaged and reused ornamental lattice railings with flower decorations. The technical description of the main or most noteworthy span of the bridge is a metal culvert, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on private property. | 40.972176 | -81.899952 | Private Drive | Ditch | Near Creston | Wayne County, Ohio | Ohio | United States | This bridge is on private property. | Metal | Culvert | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/crestonohio/little_crestonohio9-6-21_4276_small.jpg | https://historicbridges.org/ohio/crestonohio/little_crestonohio9-6-21_4276.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/crestonohio/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.972176,-81.899952 | ||||||||||||||||
| 8574 | Little Yankee Run Bridge | This is a small, traditional concrete deck arch bridge that serves a private access today but may have originally been a railroad bridge. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 41.170046 | -80.567389 | Access Road | Little Yankee Run | Hubbard | Trumbull County, Ohio | Ohio | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/hubbardfurnace/little_img_9458_small.jpg | https://historicbridges.org/ohio/hubbardfurnace/little_img_9458.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/hubbardfurnace/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.170046,-80.567389 | |||||||||||||||
| 8575 | Lemoyne Road Dry Creek Bridge | This tiny bridge appears to be a concrete encased plate girder or perhaps a lattice girder. The technical description of the main or most noteworthy span of the bridge is a 19 ft (5.79 m) metal (concrete encased) through girder, fixed. The bridge was primarily built by Unknown. | 41.595608 | -83.473932 | Lemoyne Road | Dry Creek | Walbridge | Wood County, Ohio | Ohio | United States | Metal (Concrete Encased) | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 1 | 1 | 19 | 5.79 | 19 | 5.79 | 20 | 6.1 | https://historicbridges.org/ohio/lemoyne/little_rick-img_7123_small.jpg | https://historicbridges.org/ohio/lemoyne/little_rick-img_7123.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/lemoyne/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.595608,-83.473932 | ||||||||||||||||
| 8576 | Lemoyne Road Cedar Creek Bridge | This is a small but unaltered t-beam bridge with original railing. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. | 41.589581 | -83.473824 | Lemoyne Road | Cedar Creek | Rural | Wood County, Ohio | Ohio | United States | Concrete | T-Beam | Fixed | 0 | 1 | 0 | 0 | 1932 | 0 | Unknown | 1 | 1 | 30 | 9.14 | 33 | 10.06 | 24 | 7.32 | https://historicbridges.org/ohio/lemoyne2/little_rick-img_7083_small.jpg | https://historicbridges.org/ohio/lemoyne2/little_rick-img_7083.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/lemoyne2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.589581,-83.473824 | |||||||||||||||||
| 8577 | Moline-Martin Road Bridge | Martin Bridge | This is a small but unaltered t-beam bridge with original railing. The technical description of the main or most noteworthy span of the bridge is a 32.2 ft (9.81 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. | 41.558892 | -83.338400 | Moline-Martin Road (CR-66) | South Branch Turtle Creek | Martin | Ottawa County, Ohio | Ohio | United States | Concrete | T-Beam | Fixed | 0 | 1 | 0 | 0 | 1936 | 0 | Unknown | 1 | 2 | 32.2 | 9.81 | 33 | 10.06 | 24 | 7.32 | https://historicbridges.org/ohio/martin/little_rick-img_7324_small.jpg | https://historicbridges.org/ohio/martin/little_rick-img_7324.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/martin/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.558892,-83.338400 | ||||||||||||||||
| 8578 | Martin Railroad Bridge | South Branch Turtle Creek Railroad Bridge | This is a small, traditional deck plate girder railroad bridge. The technical description of the main or most noteworthy span of the bridge is a 34 ft (10.36 m) metal deck girder, fixed. The bridge was primarily built by Unknown. | 41.559255 | -83.338192 | Railroad (Norfolk Southern) | South Branch Turtle Creek | Martin | Ottawa County, Ohio | Ohio | United States | Metal | Deck | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 1 | 1 | 34 | 10.36 | 34 | 10.36 | 50 | 15.24 | https://historicbridges.org/ohio/martinrr/little_rick-img_7353_small.jpg | https://historicbridges.org/ohio/martinrr/little_rick-img_7353.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/martinrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.559255,-83.338192 | |||||||||||||||
| 8579 | CR-213 Bridge | This is an example of a corrugated multi-plate arch bridge with concrete. The technical description of the main or most noteworthy span of the bridge is a 18 ft (5.49 m) corrugated multi-plate Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 41.542834 | -83.300241 | CR-213 | Packer Creek | Rural | Ottawa County, Ohio | Ohio | United States | Corrugated Multi-Plate | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1941 | 0 | Unknown | 2 | 3 | 18 | 5.49 | 36 | 10.97 | 27.6 | 8.41 | https://historicbridges.org/ohio/nissen/little_rick-img_7303_small.jpg | https://historicbridges.org/ohio/nissen/little_rick-img_7303.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/nissen/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.542834,-83.300241 | |||||||||||||||
| 8580 | Ottawa River Railroad Bridge | This is a small two span concrete arch of traditional railroad design. The technical description of the main or most noteworthy span of the bridge is a 35 ft (10.67 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 41.688456 | -83.557868 | Railroad (Norfolk Southern) | Ottawa River | Toledo | Lucas County, Ohio | Ohio | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 35 | 10.67 | 74 | 22.56 | 0 | 0 | https://historicbridges.org/ohio/toledorrarch/little_rick-img_6998_small.jpg | https://historicbridges.org/ohio/toledorrarch/little_rick-img_6998.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/toledorrarch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.688456,-83.557868 | |||||||||||||||
| 8583 | Big Coal River Footbridge | Difficult to photograph when leaves are on the trees, this is one of two nearby similar suspension footbridges of unusual design. The technical description of the main or most noteworthy span of the bridge is a metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by Oregonia Bridge Company of Lebanon, Ohio. The bridge was primarily designed by F. O. Burdett. | 38.272521 | -81.799369 | Pedestrian Walkway | Big Coal River and CR-15/9 | Rural | Kanawha County, West Virginia | West Virginia | United States | Metal | Pony Truss Stiffening | Wire Cable | Suspension | Fixed | 0 | 3 | 0 | 0 | 1920 | 0 | Oregonia Bridge Company of Lebanon, Ohio | F. O. Burdett | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/wvirginia/bigcoal/main_small.jpg | https://historicbridges.org/wvirginia/bigcoal/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/bigcoal/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.272521,-81.799369 | ||||||||||||||
| 8584 | Little Coal River Footbridge | Difficult to photograph when leaves are on the trees, this is one of two nearby similar suspension footbridges of unusual design. The technical description of the main or most noteworthy span of the bridge is a metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by Oregonia Bridge Company of Lebanon, Ohio. The bridge was primarily designed by F. O. Burdett. | 38.272492 | -81.800211 | Pedestrian Walkway | Little Coal River and CR-13/1 | Rural | Kanawha County, West Virginia | West Virginia | United States | Metal | Pony Truss Stiffening | Wire Cable | Suspension | Fixed | 0 | 3 | 0 | 0 | 1920 | 0 | Oregonia Bridge Company of Lebanon, Ohio | F. O. Burdett | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/wvirginia/littlecoal/little_rickmcomber-img_6858_small.jpg | https://historicbridges.org/wvirginia/littlecoal/little_rickmcomber-img_6858.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/littlecoal/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.272492,-81.800211 | ||||||||||||||
| 8585 | Cabins Bridge | This Pratt truss is of traditional design with riveted connections and a-frame portal bracing. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: Signs indicate the bridge is on a private drive. | 38.996441 | -79.206360 | Fort Power Drive | North Fork South Branch Potomac River | Cabins | Grant County, West Virginia | West Virginia | United States | Signs indicate the bridge is on a private drive. | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 125 | 38.1 | 0 | 0 | 0 | 0 | https://historicbridges.org/wvirginia/cabinswv/little_img_6483_small.jpg | https://historicbridges.org/wvirginia/cabinswv/little_img_6483.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/cabinswv/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.996441,-79.206360 | |||||||||||||
| 8586 | Rocky Pond Bridge | This is a rare and outstanding example of an 1870s Wrought Iron Bridge Company cast and wrought iron bowstring pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 39.831827 | -97.618621 | Pedestrian Walkway | Rocky Pond | Belleville | Republic County, Kansas | Kansas | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Wrought Iron Bridge Company of Canton, Ohio | 9 | 9 | 80 | 24.38 | 80 | 24.38 | 12.5 | 3.81 | https://historicbridges.org/kansas/bellevillebowstringbridge/little_08-22-2017_157_small.jpg | https://historicbridges.org/kansas/bellevillebowstringbridge/little_08-22-2017_157.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/bellevillebowstringbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.831827,-97.618621 | ||||||||||||||
| 8587 | Forest Park Bridge | This is an excellent and unaltered example of a rare Queenpost pony truss bridge, relocated and preserved for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal pin-connected Queenpost pony truss, fixed. The bridge was primarily built by Unknown. | 37.337707 | -95.250590 | Pedestrian Walkway | Labette Creek Tributary | Parsons | Labette County, Kansas | Kansas | United States | Metal | Queenpost | Pin-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 50 | 15.24 | 50 | 15.24 | 0 | 0 | https://historicbridges.org/kansas/forestparkqueenposttruss/little_elevationfromsouthwest_small.jpg | https://historicbridges.org/kansas/forestparkqueenposttruss/little_elevationfromsouthwest.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/forestparkqueenposttruss/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.337707,-95.250590 | ||||||||||||||
| 8588 | Larrick Park Bridge | Sand Creek Truss Leg Bridge | Sitting on the ground and potentially available for reuse, this is a rare bedstead pony truss with unique design details used by the Canton Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) metal pin-connected Pratt bedstead pony truss, fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. | 39.615665 | -99.999089 | Exhibit | Ground | Lenora | Norton County, Kansas | Kansas | United States | Metal | Pratt | Pin-Connected | Bedstead Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1906 | 2010 | Canton Bridge Company of Canton, Ohio | 8 | 7 | 65 | 19.81 | 65 | 19.81 | 0 | 0 | https://historicbridges.org/kansas/larrickparkbridge/little_08-22-2017_065_small.jpg | https://historicbridges.org/kansas/larrickparkbridge/little_08-22-2017_065.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/larrickparkbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.615665,-99.999089 | |||||||||||||
| 8589 | Minneapolis Railroad Bridge | This is a rare example of a Pegram truss bridge that retains integrity and is open to railroad traffic. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal pin-connected Pegram through truss, fixed. The bridge was primarily built by Edge Moor Bridge Works of Wilmington, Delaware. The bridge was primarily designed by George Herndon Pegram. | 39.122332 | -97.712574 | Railroad (Kyle Railroad) | Pipe Creek | Minneapolis | Ottawa County, Kansas | Kansas | United States | Metal | Pegram | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1893 | 1915 | Edge Moor Bridge Works of Wilmington, Delaware | George Herndon Pegram | 9 | 9 | 150 | 45.72 | 150 | 45.72 | 0 | 0 | https://historicbridges.org/kansas/minneapolispegramtruss/little_john_marvig_minneapolisksbridge_115490_small.jpg | https://historicbridges.org/kansas/minneapolispegramtruss/little_john_marvig_minneapolisksbridge_115490.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/minneapolispegramtruss/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.122332,-97.712574 | |||||||||||||
| 8590 | Prairie Dog Golf Course Bridge | Relocated to a golf course, this is an extremely rare Canton Bridge Company inverted Kingpost truss, whose design also features elements of lattice girder design. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Inverted Kingpost pony truss, fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. Special note about bridge location: You may need permission from the golf course to photograph this bridge. It is accessible by foot and golf cart only. | 39.816369 | -99.878755 | Golf Course Drive | Golf Course Stream | Norton | Norton County, Kansas | Kansas | United States | You may need permission from the golf course to photograph this bridge. It is accessible by foot and golf cart only. | Metal | Inverted Kingpost | Rivet-Connected | Pony | Truss | Fixed | 2 | 1 | 0 | 0 | 0 | 0 | Canton Bridge Company of Canton, Ohio | 9 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/kansas/prairiedoggolfcoursebridge/little_08-22-2017_002_small.jpg | https://historicbridges.org/kansas/prairiedoggolfcoursebridge/little_08-22-2017_002.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/prairiedoggolfcoursebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.816369,-99.878755 | |||||||||||||
| 8591 | 190th Road Bridge | Republican River Pegram Truss Bridge | This former railroad bridge converted to highway use is one of the most significant railroad bridges in the state, containing two rare truss types in a single bridge! The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal pin-connected Pegram through truss, fixed. The bridge was primarily built by Edge Moor Bridge Works of Wilmington, Delaware. The bridge was primarily designed by George Herndon Pegram. | 39.596057 | -97.571194 | 190th Road (CR-795) | Republican River | Rural | Cloud County, Kansas | Kansas | United States | Metal | Pegram | Pin-Connected | Through | Truss | Fixed | 7 | 1 | Metal | Lattice (Triple Warren) | Rivet-Connected | Through | Truss | Fixed | 8 | 2 | 1893 | 0 | Edge Moor Bridge Works of Wilmington, Delaware | George Herndon Pegram | 9 | 10 | 200 | 60.96 | 461 | 140.51 | 14.4 | 4.39 | https://historicbridges.org/kansas/republicanriverpegramtruss/little_john_marvig_concordiapegram_115837_small.jpg | https://historicbridges.org/kansas/republicanriverpegramtruss/little_john_marvig_concordiapegram_115837.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/republicanriverpegramtruss/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.596057,-97.571194 | ||||||
| 8592 | Lindsborg Railroad Bridge | Valkommen Trail Smoky Hill River Bridge | This bridge is an example of the less common triple intersection form of lattice truss. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Lattice (Triple Warren) through truss, fixed. The bridge was primarily built by Unknown. | 38.565674 | -97.671298 | Railroad (Valkommen Rail-Trail) | Smoky Hill River | Lindsborg | McPherson County, Kansas | Kansas | United States | Metal | Lattice (Triple Warren) | Rivet-Connected | Through | Truss | Fixed | 11 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 0 | 0 | 0 | Unknown | 8 | 8 | 140 | 42.67 | 310 | 94.49 | 0 | 0 | https://historicbridges.org/kansas/valkommentrailbridge/little_john_marvig_lindsborgtrussbridge_92286_small.jpg | https://historicbridges.org/kansas/valkommentrailbridge/little_john_marvig_lindsborgtrussbridge_92286.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/valkommentrailbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.565674,-97.671298 | ||||||||||
| 8593 | Old Mill Bridge | This classic through truss has been left in place for pedestrian use only. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Missouri Valley Bridge and Iron Company of Leavenworth, Kansas. | 38.565947 | -97.672914 | 1st Street (Syensk Road) | Smoky Hill River | Lindsborg | McPherson County, Kansas | Kansas | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 5 | 1914 | 1989 | Missouri Valley Bridge and Iron Company of Leavenworth, Kansas | 6 | 7 | 120 | 36.58 | 256.6 | 78.21 | 17 | 5.18 | https://historicbridges.org/kansas/smokyhillriverbridge/little_08-19-2017_305_small.jpg | https://historicbridges.org/kansas/smokyhillriverbridge/little_08-19-2017_305.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/smokyhillriverbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.565947,-97.672914 | |||||||||||
| 8594 | 3rd Street Bridge | This concrete arch bridge is noted for its attractive railing and unaltered condition. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 39.123223 | -97.712434 | 3rd Street (Laramie Road, 110th Road) | Pipe Creek | Minneapolis | Ottawa County, Kansas | Kansas | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1915 | 0 | Unknown | 6 | 6 | 80 | 24.38 | 80 | 24.38 | 18 | 5.49 | https://historicbridges.org/kansas/thirdstreetbridge/little_08-22-2017_481_small.jpg | https://historicbridges.org/kansas/thirdstreetbridge/little_08-22-2017_481.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/thirdstreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.123223,-97.712434 | |||||||||||||||
| 8595 | Women's Bridge | Baldwin-Media Bridge | This is a regionally rare example of a stone arch bridge with a brick arch ring. The technical description of the main or most noteworthy span of the bridge is a stone and brick Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 38.774899 | -95.193089 | High Street | East Fork of Tauy Creek | Baldwin City | Douglas County, Kansas | Kansas | United States | Stone and Brick | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1890 | 2006 | Unknown | 7 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/kansas/womensbridge/little_08-24-2017_002_small.jpg | https://historicbridges.org/kansas/womensbridge/little_08-24-2017_002.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/womensbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.774899,-95.193089 | ||||||||||||||
| 8596 | CA-140 Bear Creek Bridge | This fairly large concrete t-beam bridge has attractive arched beams. The technical description of the main or most noteworthy span of the bridge is a 55 ft (16.76 m) concrete curved t-beam, fixed. The bridge was primarily built by Unknown. | 37.604951 | -119.966088 | CA-140 (Central Yosemite Highway) | Bear Creek | Rural | Mariposa County, California | California | United States | Concrete | Curved | T-Beam | Fixed | 0 | 3 | 0 | 0 | 1926 | 0 | Unknown | 5 | 5 | 55 | 16.76 | 167 | 50.9 | 24 | 7.32 | https://historicbridges.org/california/140bearcreek/little_img_20180627_104736_small.jpg | https://historicbridges.org/california/140bearcreek/little_img_20180627_104736.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/140bearcreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.604951,-119.966088 | ||||||||||||||||
| 8597 | Briceburg Suspension Bridge | This is a very unusual small-scale example of a riveted steel suspension bridge. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal wire cable suspension, fixed. The bridge was primarily built by Unknown. | 37.604479 | -119.967565 | Bull Creek Road (Briceburg Road) | Merced River | Rural | Mariposa County, California | California | United States | Metal | Wire Cable | Suspension | Fixed | 0 | 1 | 0 | 0 | 1926 | 1999 | Unknown | 7 | 7 | 160 | 48.77 | 163 | 49.68 | 10.5 | 3.2 | https://historicbridges.org/california/briceburg/little_img_20180627_103907_small.jpg | https://historicbridges.org/california/briceburg/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/briceburg/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.604479,-119.967565 | ||||||||||||||||
| 8598 | ! | Stoneman Bridge | This is one of the most elaborate and impressive bridges of the collection of historic bridges found in Yosemite National Park, and associated with the National Park Service. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Kuckenberg and Wittman of Portland, Oregon and Sullivan and Sullivan . The bridge was primarily designed by United States Department of Agriculture, Bureau of Public Works. | 37.740421 | -119.573863 | Valley Loop Road (Northside Drive) | Merced River | Rural | Mariposa County, California | California | United States | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1933 | 0 | Kuckenberg and Wittman of Portland, Oregon and Sullivan and Sullivan | United States Department of Agriculture, Bureau of Public Works | 6 | 8 | 72 | 21.95 | 127 | 38.71 | 23 | 7.01 | https://historicbridges.org/california/stoneman/little_img_20180627_131425_small.jpg | https://historicbridges.org/california/stoneman/little_img_20180627_131425.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/stoneman/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.740421,-119.573863 | |||||||||||||
| 8599 | Bridalveil Falls Bridge 1 | This is one of three stone faced concrete arch bridges found in this area. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Oscar Parlier of Tulare, California. | 37.717493 | -119.650007 | Bridalveil Fall Trail | Bridalveil Creek | Rural | Mariposa County, California | California | United States | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1913 | 0 | Oscar Parlier of Tulare, California | 5 | 5 | 20 | 6.1 | 20 | 6.1 | 18 | 5.49 | https://historicbridges.org/california/bridalveilfalls1/little_img_20180627_120315_small.jpg | https://historicbridges.org/california/bridalveilfalls1/little_img_20180627_120315.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/bridalveilfalls1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.717493,-119.650007 | |||||||||||||||
| 8600 | Bridalveil Falls Bridge 2 | This is one of three stone faced concrete arch bridges found in this area. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Oscar Parlier of Tulare, California. | 37.717948 | -119.649686 | Bridalveil Fall Trail | Bridalveil Creek | Rural | Mariposa County, California | California | United States | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1913 | 0 | Oscar Parlier of Tulare, California | 5 | 5 | 20 | 6.1 | 42 | 12.8 | 18 | 5.49 | https://historicbridges.org/california/bridalveilfalls2/little_img_20180627_120539_small.jpg | https://historicbridges.org/california/bridalveilfalls2/little_img_20180627_120539.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/bridalveilfalls2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.717948,-119.649686 | |||||||||||||||
| 8601 | Bridalveil Falls Bridge 3 | This is one of three stone faced concrete arch bridges found in this area. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Oscar Parlier of Tulare, California. | 37.718617 | -119.648747 | Bridalveil Fall Trail | Bridalveil Creek | Rural | Mariposa County, California | California | United States | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1913 | 0 | Oscar Parlier of Tulare, California | 5 | 5 | 20 | 6.1 | 20 | 6.1 | 18 | 5.49 | https://historicbridges.org/california/bridalveilfalls3/little_img_20180627_121420_small.jpg | https://historicbridges.org/california/bridalveilfalls3/little_img_20180627_121420.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/bridalveilfalls3/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.718617,-119.648747 | |||||||||||||||
| 8602 | ! | I-80 Des Plaines River Bridge | I-80 Joliet Bridge | Late examples of their kind, this pair of cantilever truss bridges has riveted shop connections, bolted field connections, and makes no use of lattice or v-lacing. The technical description of the main or most noteworthy span of the bridge is a 363 ft (110.64 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Blauvelt Engineering Company. | 41.511662 | -88.091609 | I-80 | Des Plaines River and Various Roads and Railroad | Joliet | Will County, Illinois | Illinois | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 16 | Cantilever | 3 | Metal | Stringer (Multi-Beam) | Fixed | 0 | Continuous | 24 | 1965 | 1998 | Unknown | Blauvelt Engineering Company | 6 | 6 | 363 | 110.64 | 2362 | 719.94 | 42 | 12.8 | https://historicbridges.org/illinois/i80joliet/little_i-80bridgesfrommcdonoughstreetbridge3_small.jpg | https://historicbridges.org/illinois/i80joliet/little_i-80bridgesfrommcdonoughstreetbridge3.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/i80joliet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.511662,-88.091609 | ||||||
| 8603 | Lawndale Avenue Railroad Overpass | Chicago and Alton Railroad Overpass | This plate girder crosses over what was once a major road in the area, but is now a little-used dead end road. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) metal continuous through girder, fixed. The bridge was primarily built by Unknown. | 41.793240 | -87.812570 | Railroad (Canadian National) | Lawndale Avenue | Summit | Cook County, Illinois | Illinois | United States | Metal | Through | Girder | Fixed | 0 | Continuous | 3 | 0 | 0 | 1903 | 0 | Unknown | 3 | 2 | 30 | 9.14 | 88 | 26.82 | 0 | 0 | https://historicbridges.org/illinois/chicagoaltonrroverpass/little_chicagoandaltonrailroadoverpass-facingse_small.jpg | https://historicbridges.org/illinois/chicagoaltonrroverpass/little_chicagoandaltonrailroadoverpass-facingse.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/chicagoaltonrroverpass/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.793240,-87.812570 | ||||||||||||||
| 8604 | Old Richards Street Bridge | This classic t-beam with original railings was turned into a dead-end crossing when Richards Street was realigned onto a new bridge in 1967. The technical description of the main or most noteworthy span of the bridge is a 46.6 ft (14.2 m) concrete t-beam, fixed. The bridge was primarily built by Powers-Thompson Construction Company of Joliet, Illinois. | 41.514796 | -88.074147 | Old Richards Street | Hickory Creek | Joliet | Will County, Illinois | Illinois | United States | Concrete | T-Beam | Fixed | 0 | 3 | 0 | 0 | 1930 | 0 | Powers-Thompson Construction Company of Joliet, Illinois | 3 | 4 | 46.6 | 14.2 | 144.4 | 44.01 | 44 | 13.41 | https://historicbridges.org/illinois/oldrichards/little_oldrichardsstreetbridgefromnewbridge2_small.jpg | https://historicbridges.org/illinois/oldrichards/little_oldrichardsstreetbridgefromnewbridge2.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/oldrichards/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.514796,-88.074147 | |||||||||||||||||
| 8605 | Caldwell Bridge | H. Wallace Caldwell Memorial Bridge, Swinging Bridge | This suspension footbridge has a somewhat modern appearance, due to the use of early welded construction and possible deck and railing alterations. The technical description of the main or most noteworthy span of the bridge is a metal wire cable suspension, fixed. The bridge was primarily built by William J. Howard Company of Chicago, Illinois. | 41.825710 | -87.817820 | Pedestrian Walkway | Des Plaines River | Riverside | Cook County, Illinois | Illinois | United States | Metal | Wire Cable | Suspension | Fixed | 0 | 1 | 0 | 0 | 1940 | 2002 | William J. Howard Company of Chicago, Illinois | 4 | 6 | 0 | 0 | 170 | 51.82 | 0 | 0 | https://historicbridges.org/illinois/caldwellbridge/main_small.jpg | https://historicbridges.org/illinois/caldwellbridge/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/caldwellbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.825710,-87.817820 | |||||||||||||||
| 8606 | Stone Prairie Bridge | Kishwaukee River Bridge | This is a ca. 1870s King Bridge Company cast and wrought iron bowstring truss bridge that was relocated and preserved here for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 41.987690 | -88.660050 | Pedestrian Walkway | East Branch South Branch Kishwaukee River Tributary | Sycamore | DeKalb County, Illinois | Illinois | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 2007 | King Bridge Company of Cleveland, Ohio | 9 | 9 | 50 | 15.24 | 50 | 15.24 | 13 | 3.96 | https://historicbridges.org/illinois/stoneprairie/little_img_3556_small.jpg | https://historicbridges.org/illinois/stoneprairie/little_img_3556.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/stoneprairie/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.987690,-88.660050 | |||||||||||||
| 8607 | Babylon Bend Bridge | Babylon Bridge | This classic Pratt through truss has been abandoned, and is noted for its large, attractive lattice portal bracing. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 40.590354 | -90.347868 | Babylon Road (TR-123) | Spoon River | Rural | Fulton County, Illinois | Illinois | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 9 | 1 | 0 | 0 | 1890 | 0 | Unknown | 7 | 7 | 200 | 60.96 | 204 | 62.18 | 15.7 | 4.79 | https://historicbridges.org/illinois/babylonbend/little_img_0993_ed_small.jpg | https://historicbridges.org/illinois/babylonbend/little_img_0993_ed.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/babylonbend/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.590354,-90.347868 | |||||||||||||
| 8608 | Seville Bridge | This graceful pin connected Parker offers an interesting contrast of bridge types and eras of bridges by its inclusion of a concrete through girder approach span installed at a later date. The technical description of the main or most noteworthy span of the bridge is a 153 ft (46.63 m) metal pin-connected Parker arch, fixed. The bridge was primarily built by Unknown. | 40.485960 | -90.342946 | Seville Road (TR-116) | Spoon River | Seville | Fulton County, Illinois | Illinois | United States | Metal | Parker | Pin-Connected | Arch | Fixed | 10 | 1 | Concrete | Through | Girder | Fixed | 0 | 1 | 1880 | 1917 | Unknown | 7 | 8 | 153 | 46.63 | 230 | 70.1 | 12.8 | 3.9 | https://historicbridges.org/illinois/seville/little_img_0939_ed_small.jpg | https://historicbridges.org/illinois/seville/little_img_0939_ed.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/seville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.485960,-90.342946 | |||||||||||
| 8610 | Marblemount Bridge | Cascade River Road Bridge | This is an unusual bridge, with its continuous through truss design, and is dissimilar to the simple span and cantilever trusses found elsewhere in the state. The technical description of the main or most noteworthy span of the bridge is a 280 ft (85.34 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Alexander and McNeil of Mt. Vernon, Washington. The bridge was primarily designed by Washington Department of Highways. | 48.526719 | -121.429305 | Cascade River Road | Skagit River | Marblemount | Skagit County, Washington | Washington | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 14 | 3 | Concrete | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1930 | 0 | Alexander and McNeil of Mt. Vernon, Washington | Washington Department of Highways | 7 | 8 | 280 | 85.34 | 662 | 201.78 | 20 | 6.1 | https://historicbridges.org/washington/marblemount/little_si-26enwelevation_looking_northwest.2014-03-25__small.jpg | https://historicbridges.org/washington/marblemount/little_si-26enwelevation_looking_northwest.2014-03-25_.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=washington/marblemount/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.526719,-121.429305 | |||||||||
| 8611 | Bennett Branch Sinnemahoning Creek Railroad Bridge | This railroad bridge is noted for its unusual vertical endposts, one of a couple such bridges in the area. The technical description of the main or most noteworthy span of the bridge is a 157 ft (47.85 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 41.325400 | -78.149137 | Railroad (Norfolk Southern) | Bennett Branch Sinnemahoning Creek and Castle Garden Road | Rural | Cameron County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 2 | 0 | 0 | 0 | 0 | American Bridge Company of New York, New York | 7 | 7 | 157 | 47.85 | 312 | 95.1 | 0 | 0 | https://historicbridges.org/pennsylvania/bennetsbranchrrbridge/little_dsc_3087_small.jpg | https://historicbridges.org/pennsylvania/bennetsbranchrrbridge/little_dsc_3087.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bennetsbranchrrbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.325400,-78.149137 | ||||||||||||||
| 8612 | Keating Railroad Bridge | This railroad bridge is noted for its unusual vertical endposts, one of a couple such bridges in the area. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 41.260950 | -77.905320 | Railroad (Norfolk Southern) | Sinnemahoning Creek, Keating Mountain Road (TR-305), and Gakle Lane | Keating | Cameron County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 3 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 150 | 45.72 | 450 | 137.16 | 0 | 0 | https://historicbridges.org/pennsylvania/keatingsummit/little_dsc_3171_small.jpg | https://historicbridges.org/pennsylvania/keatingsummit/little_dsc_3171.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/keatingsummit/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.260950,-77.905320 | ||||||||||||||
| 8613 | Riverside Railroad Bridge | This bridge has a variety of spans dating to a variety of different times. The technical description of the main or most noteworthy span of the bridge is a 230 ft (70.1 m) metal rivet-connected Pratt through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Virginia Bridge and Iron Company of Roanoke, Virginia. | 33.605541 | -86.199288 | Railroad (Norfolk Southern) | Coosa River (Logan Martin Lake) | Riverside | St. Clair County, Alabama and Talladega County, Alabama | Alabama | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 0 | 1 | Metal | Deck | Girder | Fixed | 0 | 5 | 1927 | 1964 | Virginia Bridge and Iron Company of Roanoke, Virginia | 6 | 7 | 230 | 70.1 | 720 | 219.46 | 0 | 0 | https://historicbridges.org/alabama/riversiderr/little_dsc_2952_small.jpg | https://historicbridges.org/alabama/riversiderr/little_dsc_2952.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/riversiderr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.605541,-86.199288 | |||||||||
| 8614 | Riverside Bridge | Riverside-Lincoln Bridge | This truss bridge is noted for its swing span which was designed to strongly resemble the fixed truss approach spans. The technical description of the main or most noteworthy span of the bridge is a 232 ft (70.71 m) metal rivet-connected Polygonal Warren through truss, movable: swing, Center Pier. The bridge was primarily built by Unknown. | 33.602893 | -86.195720 | US-78 and AL-4 | Coosa River (Logan Martin Lake) | Riverside | St. Clair County, Alabama and Talladega County, Alabama | Alabama | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Movable: Swing | Center Pier | 8 | 4 | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 12 | 1930 | 1972 | Unknown | 7 | 7 | 232 | 70.71 | 917 | 279.5 | 19.7 | 6 | https://historicbridges.org/alabama/riverside/little_riverside-bridge_5895207200_o_small.jpg | https://historicbridges.org/alabama/riverside/little_riverside-bridge_5895207200_o.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/riverside/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.602893,-86.195720 | ||||||
| 8615 | Fisk Road Bridge | This small stringer bridge has a few minor details that differ from the state highway department design, suggesting minor county adjustments to state standards. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.583522 | -83.914028 | Fisk Road | Marion and Genoa Drain | Marion Township | Livingston County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1943 | 0 | Unknown | 1 | 1 | 24 | 7.32 | 25 | 7.62 | 24 | 7.32 | https://historicbridges.org/michigan/fisk/little_jasonholloway-20220118_155031_small.jpg | https://historicbridges.org/michigan/fisk/little_jasonholloway-20220118_155031.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/fisk/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.583522,-83.914028 | |||||||||||||||||
| 8616 | Old Alexandra Bridge | This is a fairly old example of a suspension bridge that retains excellent historic integrity and has been left in place for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by Joseph W. Trutch. | 49.707425 | -121.416648 | Old Cariboo Highway | Fraser River | Rural | Fraser Valley District, British Columbia | British Columbia | Canada | Metal | Pony Truss Stiffening | Wire Cable | Suspension | Fixed | 0 | 1 | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 0 | 1 | 1926 | 0 | Joseph W. Trutch | 8 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/britishcolumbia/alexandra1926/little_alexandra201008_025_small.jpg | https://historicbridges.org/britishcolumbia/alexandra1926/little_alexandra201008_025.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/alexandra1926/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.707425,-121.416648 | |||||||||
| 8617 | Kiskatinaw River Railway Bridge | This is a rare example of a timber truss railway bridge. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) wood Howe deck truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by J. S. C. Frost. | 55.778100 | -120.598097 | Railroad (Canadian National) | Kiskatinaw River | Rural | Peace River District, British Columbia | British Columbia | Canada | Wood | Howe | Deck | Truss | Fixed | 0 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 23 | 1959 | 0 | Unknown | J. S. C. Frost | 6 | 7 | 150 | 45.72 | 477 | 145.39 | 0 | 0 | https://historicbridges.org/britishcolumbia/kiskatinaw/little_2_small.jpg | https://historicbridges.org/britishcolumbia/kiskatinaw/little_2.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/kiskatinaw/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=55.778100,-120.598097 | |||||||||||
| 8618 | Costilla Crossing Bridge | Lobatos Bridge | This is the only multi-span example of one of the rarest truss designs in the country, a Thacher truss. The technical description of the main or most noteworthy span of the bridge is a 151.3 ft (46.12 m) metal pin-connected Thacher through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 37.078454 | -105.756671 | CR-G | Rio Grande | Rural | Conejos County, Colorado and Costilla County, Colorado | Colorado | United States | Metal | Thacher | Pin-Connected | Through | Truss | Fixed | 8 | 2 | 0 | 0 | 1892 | 2006 | Wrought Iron Bridge Company of Canton, Ohio | 10 | 10 | 151.3 | 46.12 | 313.7 | 95.62 | 12.5 | 3.81 | https://historicbridges.org/colorado/costillacrossing/little_5778956578_5cc87c459e_o_small.jpg | https://historicbridges.org/colorado/costillacrossing/little_5778956578_5cc87c459e_o.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=colorado/costillacrossing/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.078454,-105.756671 | |||||||||||||
| 8619 | Old Nipawin Bridge | Crooked Bridge | This is a very rare example of a double-deck combined highway and railway bridge. The technical description of the main or most noteworthy span of the bridge is a 280 ft (85.34 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba). | 53.365520 | -104.040986 | Old Highway 35 and Railroad (Torch River Rail) | North Saskatchewan River | Nipawin | Division 14 (Melfort), Saskatchewan | Saskatchewan | Canada | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 12 | 4 | Metal | Deck | Girder | Fixed | 0 | 0 | 1930 | 0 | Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba) | 9 | 9 | 280 | 85.34 | 1907 | 581.25 | 16 | 4.88 | https://historicbridges.org/saskatchewan/nipiwanbridge/little_image004b_small.jpg | https://historicbridges.org/saskatchewan/nipiwanbridge/little_image004b.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/nipiwanbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.365520,-104.040986 | |||||||||
| 8620 | Belleville Railroad Bridge | Sugar River Railroad Bridge | This is an older surviving pin-connected railroad truss built by a notable bridge company, and with a distinctive portal bracing. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Union Bridge Company of Athens, Pennsylvania and Buffalo, New York. | 42.860540 | -89.531700 | Railroad (Badger State Trail) | Sugar River | Belleville | Dane County, Wisconsin | Wisconsin | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1887 | 0 | Union Bridge Company of Athens, Pennsylvania and Buffalo, New York | 7 | 8 | 150 | 45.72 | 150 | 45.72 | 0 | 0 | https://historicbridges.org/wisconsin/bellevillerr/little_46029_small.jpg | https://historicbridges.org/wisconsin/bellevillerr/little_46029.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/bellevillerr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.860540,-89.531700 | |||||||||||||
| 8621 | Mechums River Railroad Bridge | This bridge is an example of an older railroad Pratt truss bridge that was strengthened long ago by building a third riveted Warren truss line in between the original lines. The technical description of the main or most noteworthy span of the bridge is a 132 ft (40.23 m) metal pin-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. | 38.061488 | -78.647946 | Railroad (CSX) | Mechums River and US-250 | Rural | Albemarle County, Virginia | Virginia | United States | Metal | Pratt | Pin-Connected | Deck | Truss | Fixed | 6 | 3 | 0 | 0 | 1889 | 1948 | Unknown | 6 | 7 | 132 | 40.23 | 357 | 108.81 | 0 | 0 | https://historicbridges.org/virginia/mechumsriver/little_dsc_1485_small.jpg | https://historicbridges.org/virginia/mechumsriver/little_dsc_1485.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/mechumsriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.061488,-78.647946 | ||||||||||||||
| 8622 | Hill Street Bridge | This is a very early surviving state highway bridge and was moved here at an unknown time and location to serve here for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by James J. Burke and Company of Salt Lake City, Utah. | 39.685220 | -110.856160 | Hill Street (Canal Street) | Price River | Helper | Carbon County, Utah | Utah | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 8 | 1 | 0 | 0 | 1914 | 0 | James J. Burke and Company of Salt Lake City, Utah | 5 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/utah/helper/little_p1020062_1914highwaytrusshelperut_small.jpg | https://historicbridges.org/utah/helper/little_p1020062_1914highwaytrusshelperut.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=utah/helper/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.685220,-110.856160 | ||||||||||||||
| 8623 | Cow Bayou Bridge | This is a rare Texas example of a deck plate girder swing bridge, and a rare example of one state's design (Louisiana) influencing the design of another state. The technical description of the main or most noteworthy span of the bridge is a 154 ft (46.94 m) metal deck girder, movable: swing, Center Bearing Center Pier. The bridge was primarily built by Jensen Construction Company. The bridge was primarily designed by Texas Highway Department. | 30.044810 | -93.821407 | TX-73 and TX-87 Northbound | Cow Bayou | Bridge City | Orange County, Texas | Texas | United States | Metal | Deck | Girder | Movable: Swing | Center Bearing Center Pier | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 13 | 1940 | 2015 | Jensen Construction Company | Texas Highway Department | 6 | 7 | 154 | 46.94 | 804 | 245.06 | 25.6 | 7.8 | https://historicbridges.org/texas/cowbayou/little_2015rehab_small.jpg | https://historicbridges.org/texas/cowbayou/little_2015rehab.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/cowbayou/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.044810,-93.821407 | |||||||||||
| 8624 | Cormier Road Bridge | Old Orangefield Road Bridge | This is an unusual, very lightweight riveted pony truss swing bridge that has been abandoned. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal rivet-connected Pratt pony truss, movable: swing, Center Pier. The bridge was primarily built by Unknown. | 30.074030 | -93.847550 | Cormier Road (Old Alignment of Orangefield Road) | Cow Bayou | Orangefield | Orange County, Texas | Texas | United States | Metal | Pratt | Rivet-Connected | Pony | Truss | Movable: Swing | Center Pier | 9 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 8 | 105 | 32 | 280 | 85.34 | 0 | 0 | https://historicbridges.org/texas/cowbayoutruss/little_8345273167_3a7b652b62_o_small.jpg | https://historicbridges.org/texas/cowbayoutruss/little_8345273167_3a7b652b62_o.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/cowbayoutruss/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.074030,-93.847550 | ||||||||||||
| 8625 | McKee Street Bridge | Not only is this an extremely rare example of a concrete curved chord through girder bridge, it is further unique for its continuous design. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) concrete continuous curved chord through girder, fixed. The bridge was primarily built by Don Hall Constructor of Houston, Texas. The bridge was primarily designed by City of Houston, Joseph Gordon McKenzie. | 29.765492 | -95.352051 | McKee Street | Buffalo Bayou | Houston | Harris County, Texas | Texas | United States | Concrete | Curved Chord Through | Girder | Fixed | 0 | Continuous | 3 | 0 | 0 | 1932 | 0 | Don Hall Constructor of Houston, Texas | City of Houston, Joseph Gordon McKenzie | 9 | 10 | 120 | 36.58 | 290 | 88.39 | 38.4 | 11.7 | https://historicbridges.org/texas/mckee/little_mckeestreet1303251132-8616226329_8f02e2f3cb_o_small.jpg | https://historicbridges.org/texas/mckee/little_mckeestreet1303251132-8616226329_8f02e2f3cb_o.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/mckee/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.765492,-95.352051 | ||||||||||||||
| 8626 | London Bridge | Rennie's Bridge | One of the most famous bridges in London, England history and today one of the most unique preservation projects in the world, this bridge was moved here to Arizona to form a signature landmark for Lake Havasu. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Jolliffe and Banks of United Kingdom. The bridge was primarily designed by John Rennie, Sir John Rennie, and George Rennie of United Kingdom. | 34.471615 | -114.347515 | McCulloch Boulevard | Bridgewater Channel Canal | Lake Havasu City | Mohave County, Arizona | Arizona | United States | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 5 | 0 | 0 | 1831 | 1971 | Jolliffe and Banks of United Kingdom | John Rennie, Sir John Rennie, and George Rennie of United Kingdom | 10 | 10 | 150 | 45.72 | 930 | 283.46 | 33 | 10.06 | https://historicbridges.org/arizona/london/little_hr-londonbridge2_small.jpg | https://historicbridges.org/arizona/london/little_hr-londonbridge2.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=arizona/london/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.471615,-114.347515 | |||||||||||||
| 8627 | Old Canyon Diablo Bridge | This surviving remnant of historic US Route 66 has been abandoned when the route was realigned in the 1930s. The technical description of the main or most noteworthy span of the bridge is a 128 ft (39.01 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Thomas Maddock of Williams, Arizona. The bridge was primarily designed by Topeka Bridge and Iron Company of Topeka, Kansas. | 35.115635 | -111.095626 | Historic US-66 (Abandoned Alignment) | Canyon Diablo | Rural | Coconino County, Arizona | Arizona | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1915 | 0 | Thomas Maddock of Williams, Arizona | Topeka Bridge and Iron Company of Topeka, Kansas | 6 | 7 | 128 | 39.01 | 146 | 44.5 | 18 | 5.49 | https://historicbridges.org/arizona/oldcanyondiablo/little_img_0694_small.jpg | https://historicbridges.org/arizona/oldcanyondiablo/little_img_0694.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=arizona/oldcanyondiablo/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.115635,-111.095626 | ||||||||||||||
| 8627 | Pont de l'avenue Murer (Avenue Murer Bridge) | This traditional plate girder bridge has been closed to traffic, put left in place for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. | 46.716339 | -79.097105 | Avenue Murer | Ruisseau Gordon | Temiscaming | Abitibi-Témiscamingue, Québec | Québec | Canada | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/quebec/gordoncreek/little_ian_0006_small.jpg | https://historicbridges.org/quebec/gordoncreek/little_ian_0006.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/gordoncreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.716339,-79.097105 | ||||||||||||||||
| 8628 | Volunteer Bridge | Seven Hills Road Bridge | Relocated and preserved, this 1870s Pratt pony truss has some extremely unusual details including trussed floor beams! The technical description of the main or most noteworthy span of the bridge is a 86.9 ft (26.49 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Keystone Bridge Company of Pittsburgh, Pennsylvania. | 40.179625 | -82.301365 | Camp Falling Rock Drive | Rocky Fork Creek | Rural | Licking County, Ohio | Ohio | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 10 | 1 | 0 | 0 | 0 | 2017 | Keystone Bridge Company of Pittsburgh, Pennsylvania | 9 | 9 | 86.9 | 26.49 | 90 | 27.43 | 22.3 | 6.8 | https://historicbridges.org/ohio/sevenhills2/little_img_0091_small.jpg | https://historicbridges.org/ohio/sevenhills2/little_img_0091.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/sevenhills2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.179625,-82.301365 | |||||||||||||
| 8630 | Douthit's Ferry Bridge | Dowhait's Bridge | This bridge has long been bypassed and abandoned, and a large and rather crude alteration appears to be the only thing keeping a sagging top chord section from breaking and collapsing the bridge. The technical description of the main or most noteworthy span of the bridge is a 132 ft (40.23 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 34.120329 | -84.819452 | Douthit Ferry Road (Abandoned Alignment) | Etowah River | Cartersville | Bartow County, Georgia | Georgia | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 2 | 0 | 0 | 1912 | 0 | Unknown | 7 | 7 | 132 | 40.23 | 264 | 80.47 | 0 | 0 | https://historicbridges.org/georgia/douthitferry/little_img_6248_small.jpg | https://historicbridges.org/georgia/douthitferry/little_img_6248.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=georgia/douthitferry/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.120329,-84.819452 | |||||||||||||
| 8632 | Livermore Falls Bridge | Pumpkin Seed Bridge | This bridge should be considered to have an extremely high degree of historic significance as what may be the last surviving lenticular full deck truss bridge. Although the smaller approach span has collapsed, it appears that most of this span remains in place. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal pin-connected Lenticular deck truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. | 43.783687 | -71.668332 | Abandoned Road | Pemigewasset River | Rural | Grafton County, New Hampshire | New Hampshire | United States | Metal | Lenticular | Pin-Connected | Deck | Truss | Fixed | 10 | 1 | Metal | Lenticular | Pin-Connected | Pony | Truss | Fixed | 0 | 1 | 1885 | 0 | Berlin Iron Bridge Company of East Berlin, Connecticut | 9 | 10 | 140 | 42.67 | 263 | 80.16 | 16 | 4.88 | https://historicbridges.org/newhampshire/livermore/little_nh-11m-1_small.jpg | https://historicbridges.org/newhampshire/livermore/little_nh-11m-1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newhampshire/livermore/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.783687,-71.668332 | |||||||
| 8633 | Pumpkin Hollow Road Bridge | Hollenbeck Bridge, Flying Church Bridge | One of the more unique adaptive reuse projects for a historic bridge, this rare lenticular truss bridge has been restored and reused as a ramp access for a church that itself was converted for other uses. The technical description of the main or most noteworthy span of the bridge is a 58 ft (17.68 m) metal pin-connected Lenticular pony truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. | 42.197273 | -73.361448 | Building Entrance Ramp | Ground | Great Barrington | Berkshire County, Massachusetts | Massachusetts | United States | Metal | Lenticular | Pin-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1888 | 2019 | Berlin Iron Bridge Company of East Berlin, Connecticut | 9 | 9 | 58 | 17.68 | 59 | 17.98 | 11.5 | 3.51 | https://historicbridges.org/massachusetts/pumpkinlenticular/little_ma-11m-13_small.jpg | https://historicbridges.org/massachusetts/pumpkinlenticular/little_ma-11m-13.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/pumpkinlenticular/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.197273,-73.361448 | |||||||||||||
| 8635 | Kise Mill Bridge | This outstanding stone arch bridge is noted for its span length, good condition, and sloped deck and parapet. The technical description of the main or most noteworthy span of the bridge is a 66 ft (20.12 m) stone Segmental deck arch, fixed. The bridge was primarily built by William Wagman and Brother of Dallastown, Pennsylvania. The bridge was primarily designed by Charles A. Williams. | 40.116090 | -76.810487 | Kise Mill Road (PA-4016) | Bennett Run | Rural | York County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1915 | 2016 | William Wagman and Brother of Dallastown, Pennsylvania | Charles A. Williams | 7 | 7 | 66 | 20.12 | 68 | 20.73 | 13 | 3.96 | https://historicbridges.org/pennsylvania/kisemill/little_img_1312_small.jpg | https://historicbridges.org/pennsylvania/kisemill/little_img_1312.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/kisemill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.116090,-76.810487 | ||||||||||||||
| 8636 | Stony Kill Bridge | This classic riveted pony truss bridge serves a private access road. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is a private access road, but is right next to a public road. | 42.378350 | -73.575490 | Private Drive | Stony Kill | Rural | Columbia County, New York | New York | United States | This bridge is a private access road, but is right next to a public road. | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 70 | 21.34 | 78 | 23.77 | 0 | 0 | https://historicbridges.org/newyork/stony/little_solarshoppe2_small.jpg | https://historicbridges.org/newyork/stony/little_solarshoppe2.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/stony/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.378350,-73.575490 | |||||||||||||
| 8637 | Cemetery Drive Bridge | This is a small steel stringer bridge from the 1930s. It is not known if the railing is original, or a newer railing, perhaps designed to look like the original. The technical description of the main or most noteworthy span of the bridge is a 54.8 ft (16.7 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.878310 | -74.211410 | Cemetery Drive | South Chuctanunda Creek | Rural | Montgomery County, New York | New York | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1936 | 0 | Unknown | 1 | 1 | 54.8 | 16.7 | 56.8 | 17.31 | 16 | 4.88 | https://historicbridges.org/newyork/cemetery/little_cemetery5_small.jpg | https://historicbridges.org/newyork/cemetery/little_cemetery5.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/cemetery/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.878310,-74.211410 | |||||||||||||||||
| 8638 | Stewart Brook Bridge | Pavillion Park Bridge | It appears that some unknown bridge with lattice beams and ornate lattice railing was salvaged and reused in this park setting and to create a small footbridge. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 43.321390 | -73.838890 | Pedestrian Walkway | Stewart Brook | Lake Luzerne | Warren County, New York | New York | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/lakeluzerne/little_lklzpk32_small.jpg | https://historicbridges.org/newyork/lakeluzerne/little_lklzpk32.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/lakeluzerne/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.321390,-73.838890 | ||||||||||||||||
| 8639 | Soper Road Bridge | This highly unusual lightweight through truss bridge is composed of mostly angles, which is very uncommon for a through truss. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 44.637728 | -73.756373 | Soper Road | Saranac River | Rural | Clinton County, New York | New York | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1910 | 1960 | Unknown | 7 | 7 | 150 | 45.72 | 151 | 46.02 | 16 | 4.88 | https://historicbridges.org/newyork/soperroad/little_marc_soperroad8669_small.jpg | https://historicbridges.org/newyork/soperroad/little_marc_soperroad8669.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/soperroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.637728,-73.756373 | ||||||||||||||
| 8642 | Beals Road Bridge | Bridge E-207 | This is a traditional example of a fixed through truss on the Erie Canal. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Unknown. | 43.233631 | -78.355669 | Beals Road | Erie Canal (New York State Barge Canal) | Rural | Orleans County, New York | New York | United States | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Concrete | Slab | Fixed | 0 | 2 | 1909 | 2003 | Unknown | 6 | 6 | 150 | 45.72 | 193 | 58.83 | 14.8 | 4.51 | https://historicbridges.org/newyork/bealsroad/little_marc-bealsrd-winter53_small.jpg | https://historicbridges.org/newyork/bealsroad/little_marc-bealsrd-winter53.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/bealsroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.233631,-78.355669 | ||||||||||
| 8643 | Green Street Bridge | This tiny bridge is a rare and outstanding early example of a King Bridge Company Pratt truss. The technical description of the main or most noteworthy span of the bridge is a 32.2 ft (9.81 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 42.472223 | -75.323856 | Green Street | Dunderberg Creek | Gilbertsville | Otsego County, New York | New York | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1880 | 2017 | King Bridge Company of Cleveland, Ohio | 7 | 8 | 32.2 | 9.81 | 34 | 10.36 | 15 | 4.57 | https://historicbridges.org/newyork/greenstreet/main_small.jpg | https://historicbridges.org/newyork/greenstreet/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/greenstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.472223,-75.323856 | ||||||||||||||
| 8644 | Jersey Shore Bridge | This classic state standard through truss forms an attractive and notable gateway for Jersey Shore. The technical description of the main or most noteworthy span of the bridge is a 220 ft (67.06 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. | 41.202460 | -77.252280 | PA-44 (Allegheny Street) | West Branch Susquehanna River | Jersey Shore | Lycoming County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 9 | 2 | 0 | 0 | 1933 | 2000 | Unknown | Pennsylvania State Highway Department | 5 | 6 | 220 | 67.06 | 445 | 135.64 | 24 | 7.32 | https://historicbridges.org/pennsylvania/jerseyshore2/little_marc_jerseyshore34280_small.jpg | https://historicbridges.org/pennsylvania/jerseyshore2/little_img_6206.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/jerseyshore2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.202460,-77.252280 | |||||||||||||
| 8645 | Newtown Creek Railroad Bridge | This unusual bridge is noted for its heavy skew, and unusual bracing to accommodate this, and the skew may also be the reason for the unusual vertical endposts. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 42.089489 | -76.783131 | Railroad (Delaware, Lackawanna and Western Railroad Rail-Trail) | Newtown Creek | Elmira | Chemung County, New York | New York | United States | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 0 | 0 | American Bridge Company of New York, New York | 8 | 8 | 150 | 45.72 | 173 | 52.73 | 24 | 7.32 | https://historicbridges.org/newyork/elmirarr/little_dlandwshoebox68_small.jpg | https://historicbridges.org/newyork/elmirarr/little_dlandwshoebox68.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/elmirarr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.089489,-76.783131 | ||||||||||||||
| 8647 | Mill Street Bridge | Camp Fiver Bridge | This unique bowstring bridge trusses were placed on a replacement bridge as decorations, but the trusses retain their extremely unusual details. The technical description of the main or most noteworthy span of the bridge is a 35.8 ft (10.91 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by Unknown. | 42.776909 | -75.505198 | Mill Street | Sangerfield River | Poolville | Madison County, New York | New York | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Unknown | 9 | 9 | 35.8 | 10.91 | 37 | 11.28 | 15.7 | 4.79 | https://historicbridges.org/newyork/williams-campfiver/little_wmsbr37_small.jpg | https://historicbridges.org/newyork/williams-campfiver/little_wmsbr37.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/williams-campfiver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.776909,-75.505198 | |||||||||||||
| 8648 | Johnson's Creek Private Bridge | This rare cast and wrought iron King bowstring truss bridge is long abandoned and extremely overgrown on private property. The technical description of the main or most noteworthy span of the bridge is a metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. Special note about bridge location: This bridge is on private property. | 43.357561 | -78.273732 | Abandoned Private Drive | Johnson's Creek | Rural | Orleans County, New York | New York | United States | This bridge is on private property. | Metal | Bowstring | Threaded Rod-Nut Connected | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | King Bridge Company of Cleveland, Ohio | 9 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/johnsonscreek/little_johnsonscrk6_small.jpg | https://historicbridges.org/newyork/johnsonscreek/little_johnsonscrk6.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/johnsonscreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.357561,-78.273732 | |||||||||||||
| 8649 | Brownville Bridge | This is a somewhat old example of a welded truss bridge, also welded through trusses are much more uncommon than welded pony truss bridges. The technical description of the main or most noteworthy span of the bridge is a 180.8 ft (55.11 m) metal welded Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. | 44.000785 | -75.981510 | Bridge Street (NY-971H) | Black River | Brownville | Jefferson County, New York | New York | United States | Metal | Polygonal Warren | Welded | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1954 | 1983 | Unknown | 5 | 5 | 180.8 | 55.11 | 185 | 56.39 | 24 | 7.32 | https://historicbridges.org/newyork/12e-12f/little_rtes12eand12f35_small.jpg | https://historicbridges.org/newyork/12e-12f/little_rtes12eand12f35.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/12e-12f/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.000785,-75.981510 | ||||||||||||||
| 8650 | Butts Road Bridge | Bridge E-197 | This is a well-maintained example of the Erie Canal's distinctive Double-Warren through truss bridges. The technical description of the main or most noteworthy span of the bridge is a 151 ft (46.02 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Unknown. | 43.248686 | -78.166030 | Butts Road | Erie Canal (New York State Barge Canal) | Albion | Orleans County, New York | New York | United States | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Concrete | Slab | Fixed | 0 | 2 | 1912 | 2004 | Unknown | 6 | 6 | 151 | 46.02 | 192 | 58.52 | 14.8 | 4.51 | https://historicbridges.org/newyork/buttsroad/little_marc-buttsrd8_small.jpg | https://historicbridges.org/newyork/buttsroad/little_marc-buttsrd8.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/buttsroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.248686,-78.166030 | ||||||||||
| 8651 | Groth Road Bridge | Bridge E-190 | Noted for its skew, this is a traditional example of a fixed through truss on the Erie Canal. The technical description of the main or most noteworthy span of the bridge is a 167 ft (50.9 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Unknown. | 43.249571 | -78.046225 | Groth Road | Erie Canal (New York State Barge Canal) | Rural | Orleans County, New York | New York | United States | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 9 | 1 | Concrete | Slab | Fixed | 0 | 2 | 1911 | 2004 | Unknown | 6 | 6 | 167 | 50.9 | 210 | 64.01 | 14.8 | 4.51 | https://historicbridges.org/newyork/grothroad/little_marc-grothroadyearslater57_small.jpg | https://historicbridges.org/newyork/grothroad/little_marc-grothroadyearslater57.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/grothroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.249571,-78.046225 | ||||||||||
| 8652 | ! | Niagara Street Bridge | Long Homestead Bridge | This is a traditional example of an Erie Canal fixed through truss has moved once and deserves to be preserved as part of the unique group of surviving New York State Barge canal era bridges. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by J.B. and J.M. Cornell Company of Cold Spring, New York and Empire Engineering of New York, New York. | 43.020968 | -78.876891 | Niagara Street (Empire State Trail) | Ellicott Creek | Tonawanda | Erie County, New York | New York | United States | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 9 | 1 | Concrete | Slab | Fixed | 0 | 2 | 1909 | 0 | J.B. and J.M. Cornell Company of Cold Spring, New York and Empire Engineering of New York, New York | 6 | 6 | 160 | 48.77 | 204 | 62.18 | 14.8 | 4.51 | https://historicbridges.org/newyork/niagarastreet/little_tonwreturn22_small.jpg | https://historicbridges.org/newyork/niagarastreet/little_tonwreturn22.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/niagarastreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.020968,-78.876891 | |||||||||
| 8653 | Jackson Street Railroad Overpass | Skew Arch | Although widened with concrete on one side, the original portion of this bridge is an exceedingly rare example of a helicoidal arch, the most advanced way to produce a skewed stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by E. W. Ensign. | 42.547395 | -79.172276 | Railroad (CSX) | Jackson Street | Silver Creek | Chautauqua County, New York | New York | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1869 | 0 | E. W. Ensign | 8 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/skewarch/little_skewarch3_small.jpg | https://historicbridges.org/newyork/skewarch/little_skewarch3.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/skewarch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.547395,-79.172276 | ||||||||||||||
| 8654 | Medina Culvert | Culvert Road Tunnel | This ancient and unusual stone arch structure is like a tunnel, or perhaps a short aqueduct, carrying the Erie Canal over a roadway. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 43.235590 | -78.340457 | Erie Canal (New York State Barge Canal) | Culvert Road | Rural | Orleans County, New York | New York | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1823 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/culvertroad/little_culvertrd3b_small.jpg | https://historicbridges.org/newyork/culvertroad/little_culvertrd3b.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/culvertroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.235590,-78.340457 | ||||||||||||||
| 8655 | Genesee River Railroad Bridge | This extremely unusual bridge has a combination of pinned connections and riveted connections, and is an exceedingly rare polygonal Warren truss that uses pins at all. The technical description of the main or most noteworthy span of the bridge is a 235 ft (71.63 m) metal multiple-type-connected Modified Polygonal Warren through truss, fixed. The bridge was primarily built by Ritler-Conley Manufacturing Company of Pittsburgh, Pennsylvania. | 43.097689 | -77.677742 | Railroad (CSX and Livonia, Avon and Lakeville) | Genesee River | Rochester | Monroe County, New York | New York | United States | Metal | Modified Polygonal Warren | Multiple-Type-Connected | Through | Truss | Fixed | 16 | 1 | 0 | 0 | 1905 | 0 | Ritler-Conley Manufacturing Company of Pittsburgh, Pennsylvania | 8 | 9 | 235 | 71.63 | 235 | 71.63 | 22 | 6.71 | https://historicbridges.org/newyork/geneseejct/little_westshoreovergeneseeriver41_small.jpg | https://historicbridges.org/newyork/geneseejct/little_img_3874.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/geneseejct/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.097689,-77.677742 | ||||||||||||||
| 8656 | Griffin Road Bridge | Skate Creek Road Bridge | This is one of the longest known pony truss bridges in New York State with a total of eight truss spans. The technical description of the main or most noteworthy span of the bridge is a 79 ft (24.08 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 44.223514 | -75.065138 | Griffin Road (Skate Creek Road) | Skate Creek Reservoir | Rural | St. Lawrence County, New York | New York | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 0 | 8 | 0 | 0 | 1922 | 1969 | Unknown | 6 | 8 | 79 | 24.08 | 640 | 195.07 | 14 | 4.27 | https://historicbridges.org/newyork/skatecreek/little_marc-skatecreek16_small.jpg | https://historicbridges.org/newyork/skatecreek/little_marc-skatecreek16.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/skatecreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.223514,-75.065138 | |||||||||||||
| 8657 | Capital Crescent Trail Bridge | Arizona Avenue Bridge | One of the most significant bridges in the District, this rare railroad Whipple truss and skewed Pratt truss has been preserved for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 223 ft (67.97 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Keystone Bridge Company of Pittsburgh, Pennsylvania. | 38.924596 | -77.107263 | Railroad (Capital Crescent Rail-Trail) | Chesapeake and Ohio Canal and Canal Road | Washington | District of Columbia | District of Columbia | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 11 | 1 | Metal | Pratt | Pin-Connected | Through | Truss | 5 | 2 | 1885 | 1992 | Keystone Bridge Company of Pittsburgh, Pennsylvania | 8 | 9 | 223 | 67.97 | 342 | 104.24 | 0 | 0 | https://historicbridges.org/dc/gtownbranchwhipple/little_gtownbranch85_small.jpg | https://historicbridges.org/dc/gtownbranchwhipple/little_gtownbranch85.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=dc/gtownbranchwhipple/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.924596,-77.107263 | ||||||||
| 8658 | Sandy Hook Bridge | US-340 Potomac River Bridge | This is a large and very beautiful deck truss noted for its attractive trusses, piers, and railings, and lack of alteration. The technical description of the main or most noteworthy span of the bridge is a 190 ft (57.91 m) metal continuous rivet-connected Warren deck truss, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by Maryland State Roads Commission. | 39.323479 | -77.708207 | US-340 (Jefferson Pike) | Potomac River, Sandy Hook Road, and Railroad (CSX) | Rural | Washington County, Maryland and Loudoun County, Virginia | Maryland and Virginia | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 11 | Continuous | 12 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1946 | 1978 | Bethlehem Steel Company of Bethlehem, Pennsylvania | Maryland State Roads Commission | 7 | 8 | 190 | 57.91 | 2251 | 686.1 | 25.3 | 7.71 | https://historicbridges.org/maryland/harpersferryarea_decktruss/little_marc-harpersferry-decktruss18_small.jpg | https://historicbridges.org/maryland/harpersferryarea_decktruss/little_marc-harpersferry-decktruss18.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/harpersferryarea_decktruss/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.323479,-77.708207 | ||||||||
| 8659 | Harpers Ferry Truss Railroad Bridge | Winchester and Potomac Railroad Bridge, B&O Railroad Bridge | This is a notable multi-span pin-connected truss located at an important, historic crossing. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works). The bridge was primarily designed by William Lee Sisson. | 39.323940 | -77.727310 | Railroad (CSX) and Appalachian Trail | Potomac River, Chesapeake and Ohio Canal, and Harpers Ferry Road (Sandy Hook Road) | Harpers Ferry | Jefferson County, West Virginia and Washington County, Maryland | West Virginia and Maryland | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 3 | Metal | Deck | Girder | Fixed | 0 | 5 | 1894 | 0 | A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works) | William Lee Sisson | 7 | 7 | 140 | 42.67 | 896.5 | 273.25 | 0 | 0 | https://historicbridges.org/wvirginia/harpersferryarea_throughtruss/little_marc-harpersferry-rrtruss64_small.jpg | https://historicbridges.org/wvirginia/harpersferryarea_throughtruss/little_marc-harpersferry-rrtruss64.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/harpersferryarea_throughtruss/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.323940,-77.727310 | ||||||||
| 8660 | Harpers Ferry Plate Girder Railroad Bridge | B&O Railroad Bridge | The newer of two railroad bridges at this location, the construction of this bridge also resulted in reconstruction of the now-shared tunnel immediately east of these two bridges. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal deck girder, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 39.324428 | -77.728148 | Railroad (CSX) | Potomac River, Chesapeake and Ohio Canal, and Harpers Ferry Road (Sandy Hook Road) | Harpers Ferry | Jefferson County, West Virginia and Washington County, Maryland | West Virginia and Maryland | United States | Metal | Deck | Girder | Fixed | 0 | 13 | 0 | 0 | 1931 | 0 | American Bridge Company of New York, New York | 5 | 5 | 100 | 30.48 | 1415 | 431.29 | 0 | 0 | https://historicbridges.org/wvirginia/harpersferryarea_currentcsxmainline/little_marc-harpersferry-deckgirder16_small.jpg | https://historicbridges.org/wvirginia/harpersferryarea_currentcsxmainline/little_marc-harpersferry-deckgirder16.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/harpersferryarea_currentcsxmainline/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.324428,-77.728148 | |||||||||||||||
| 8661 | Harpers Ferry Trestle Bridge | This bridge which wraps around historic Harpers Ferry, features long timber approach spans leading to a small plate girder main span. The technical description of the main or most noteworthy span of the bridge is a 35 ft (10.67 m) metal deck girder, fixed. The bridge was primarily built by Unknown. | 39.321926 | -77.731614 | Railroad (CSX) | Bridge Street, Market Street, and Tell Street (Abandoned Streets) | Harpers Ferry | Jefferson County, West Virginia | West Virginia | United States | Metal | Deck | Girder | Fixed | 0 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 35 | 10.67 | 1126 | 343.2 | 0 | 0 | https://historicbridges.org/wvirginia/harpersferryarea_trestle/little_marc-harpersferry-trestle5_small.jpg | https://historicbridges.org/wvirginia/harpersferryarea_trestle/little_marc-harpersferry-trestle5.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/harpersferryarea_trestle/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.321926,-77.731614 | |||||||||||||
| 8662 | Randolph Bridge | Virginius Island Footbridge | Featuring "moderrn" timber trusses in 1974, this bridge is of extremely limited significance, but rests on piers which are from the 19th century, and the trusses were made to resemble the previous bridge at this location. The technical description of the main or most noteworthy span of the bridge is a wood Queenpost pony truss, fixed. The bridge was primarily built by Harpers Ferry Job Corps. | 39.322243 | -77.736404 | Pedestrian Walkway | Shenendoah Canal | Harpers Ferry | Jefferson County, West Virginia | West Virginia | United States | Wood | Queenpost | Pony | Truss | Fixed | 3 | 2 | 0 | 0 | 1974 | 0 | Harpers Ferry Job Corps | 1 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/wvirginia/harpersferryarea_shenandoahcanal/little_marc-harpersferry-shenandoahcanal23_small.jpg | https://historicbridges.org/wvirginia/harpersferryarea_shenandoahcanal/little_marc-harpersferry-shenandoahcanal23.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/harpersferryarea_shenandoahcanal/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.322243,-77.736404 | ||||||||||||||
| 8663 | Potomac Street Railroad Overpass | This small plate girder is one of several historic railroad bridges in this area. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 39.323144 | -77.729182 | Railroad (CSX) | Potomac Street (Appalachian Trail) | Harpers Ferry | Jefferson County, West Virginia | West Virginia | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 4 | 50 | 15.24 | 52 | 15.85 | 0 | 0 | https://historicbridges.org/wvirginia/harpersferryarea_thrugirder/little_marc-harpersferry-damagedthroughgirder1_small.jpg | https://historicbridges.org/wvirginia/harpersferryarea_thrugirder/little_marc-harpersferry-damagedthroughgirder1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/harpersferryarea_thrugirder/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.323144,-77.729182 | ||||||||||||||||
| 8664 | Jefferson Pike Bridge | Although Frederick County is noted for historic bridge preservation, this state owned bridge has been badly neglected and abused. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Maryland State Roads Commission. | 39.357150 | -77.573010 | Jefferson Pike (MD-180) | Catoctin Creek | Rural | Frederick County, Maryland | Maryland | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1928 | 0 | Unknown | Maryland State Roads Commission | 5 | 5 | 70 | 21.34 | 207 | 63.09 | 24 | 7.32 | https://historicbridges.org/maryland/harpersferryarea_catoctincrkarch/little_marc-catcrk25_small.jpg | https://historicbridges.org/maryland/harpersferryarea_catoctincrkarch/little_marc-catcrk25.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/harpersferryarea_catoctincrkarch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.357150,-77.573010 | ||||||||||||||
| 8665 | ! | CR-664 Bridge | This largely unaltered and traditional example of a Luten arch was noted for its multi-span design. The technical description of the main or most noteworthy span of the bridge is a 32.2 ft (9.81 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Luten Bridge Company of York, Pennsylvania. | 27.636646 | -81.849431 | CR-664 | Little Payne Creek | Near Bowling Green | Hardee County, Florida | Florida | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1915 | 0 | Luten Bridge Company of York, Pennsylvania | 6 | 6 | 32.2 | 9.81 | 96 | 29.26 | 16 | 4.88 | https://historicbridges.org/florida/mainstbowlinggreen/little_marc-lutengoner17_small.jpg | https://historicbridges.org/florida/mainstbowlinggreen/little_marc-lutengoner17.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/mainstbowlinggreen/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.636646,-81.849431 | ||||||||||||||
| 8666 | Emmick Road Bridge | Located in a county and region with few surviving historic truss bridges, this bridge should perhaps get more recognition than it has in the past. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 41.569448 | -77.203407 | Emmick Road (TR-642) | Zimmerman Creek | Rural | Tioga County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1909 | 1989 | Unknown | 5 | 5 | 40 | 12.19 | 42 | 12.8 | 13.8 | 4.21 | https://historicbridges.org/pennsylvania/nauvoo/little_nauvoo2_small.jpg | https://historicbridges.org/pennsylvania/nauvoo/little_nauvoo2.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/nauvoo/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.569448,-77.203407 | ||||||||||||||
| 8667 | Carmen Road Private Bridge | Abandoned and somewhat damaged, this bridge is an exceedingly rare example of a ca 1870s bowstring formed from bent i-beam top chord, one of several such bridges in the state. The technical description of the main or most noteworthy span of the bridge is a metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by Unknown. | 43.287781 | -78.489189 | Abandoned Private Drive | Johnson's Creek Tributary | Rural | Niagara County, New York | New York | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 0 | Unknown | 9 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/carmenroad1/little_carmenrd32_small.jpg | https://historicbridges.org/newyork/carmenroad1/little_carmenrd32.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/carmenroad1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.287781,-78.489189 | ||||||||||||||
| 8668 | Carmen Road Bridge | This is a traditional example of a highway through plate girder. The technical description of the main or most noteworthy span of the bridge is a 59.74 ft (18.21 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 43.287555 | -78.489006 | Carmen Road | Johnson's Creek | Rural | Niagara County, New York | New York | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 59.74 | 18.21 | 65 | 19.81 | 24 | 7.32 | https://historicbridges.org/newyork/carmenroad2/little_carmentg5_small.jpg | https://historicbridges.org/newyork/carmenroad2/little_carmentg5.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/carmenroad2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.287555,-78.489006 | ||||||||||||||||
| 8669 | NY-237 Bridge | This representative example of a steel stringer bridge is unaltered, intact, and largely original example of a New York State standard for many years. The technical description of the main or most noteworthy span of the bridge is a 44 ft (13.41 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by New York State Department of Public Works. | 43.265754 | -78.031407 | NY-237 (Main Street Road) | East Branch Sandy Creek | Murray | Orleans County, New York | New York | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1954 | 0 | Unknown | New York State Department of Public Works | 1 | 2 | 44 | 13.41 | 57 | 17.37 | 26 | 7.92 | https://historicbridges.org/newyork/sandycrkstdplan/little_marc-sandycreekstd29_small.jpg | https://historicbridges.org/newyork/sandycrkstdplan/little_marc-sandycreekstd29.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/sandycrkstdplan/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.265754,-78.031407 | ||||||||||||||||
| 8671 | Ganargua Creek Bridge | This was reported as an 1879 product of the King Bridge Company making it one of the famous company's oldest surviving Pratt trusses in the entire country! The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 43.087385 | -77.136461 | Abandoned Road | Ganargua Creek | Rural | Wayne County, New York | New York | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 1879 | 0 | King Bridge Company of Cleveland, Ohio | 8 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/easttownline/main_small.jpg | https://historicbridges.org/newyork/easttownline/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/easttownline/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.087385,-77.136461 | ||||||||||||||
| 8673 | Ridge Road Bridge | This representative example of a steel stringer bridge is unaltered, intact, and largely original example of a New York State standard for many years. The technical description of the main or most noteworthy span of the bridge is a 53.8 ft (16.4 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by New York State Department of Public Works. | 43.274693 | -78.329106 | Ridge Road (NY-104) | Oak Orchard Creek | Rural | Orleans County, New York | New York | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 0 | 0 | 1954 | 0 | Unknown | New York State Department of Public Works | 1 | 2 | 53.8 | 16.4 | 168 | 51.21 | 36 | 10.97 | https://historicbridges.org/newyork/oakorchard-on-the-ridge/little_marc-oakorchard-on-the-ridgelastdays13_small.jpg | https://historicbridges.org/newyork/oakorchard-on-the-ridge/little_marc-oakorchard-on-the-ridgelastdays13.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/oakorchard-on-the-ridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.274693,-78.329106 | ||||||||||||||||
| 8674 | Ranney Bridge | This classic Canton Bridge Company pony truss had its trusses attached as decorations to a steel stringer bridge on this private drive. The technical description of the main or most noteworthy span of the bridge is a 59.4 ft (18.11 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. Special note about bridge location: This bridge is on private property. | 44.184300 | -73.785283 | Ranney Way (Private Drive) | Ausable River | Rural | Essex County, New York | New York | United States | This bridge is on private property. | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1902 | 0 | Canton Bridge Company of Canton, Ohio | 6 | 7 | 59.4 | 18.11 | 59.4 | 18.11 | 13.7 | 4.18 | https://historicbridges.org/newyork/ranneysbridge/little_marc_ranneysbridge28_small.jpg | https://historicbridges.org/newyork/ranneysbridge/little_marc_ranneysbridge28.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ranneysbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.184300,-73.785283 | |||||||||||||
| 8675 | Pyrites Bridge | This attractive riveted pony truss bridge has been abandoned. The technical description of the main or most noteworthy span of the bridge is a 81.7 ft (24.9 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 44.514719 | -75.186584 | Bridge Street (Pink Schoolhouse Road) | Grasse River (Grass River) | Hermon | St. Lawrence County, New York | New York | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1907 | 1971 | Unknown | 6 | 6 | 81.7 | 24.9 | 85 | 25.91 | 14.4 | 4.39 | https://historicbridges.org/newyork/pyrites/little_pyrites17_small.jpg | https://historicbridges.org/newyork/pyrites/little_pyrites17.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/pyrites/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.514719,-75.186584 | ||||||||||||||
| 8676 | Coon Bridge | This is a short but heavy duty pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 54.8 ft (16.7 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 44.193575 | -75.782747 | Coon Bridges Road | Indian River (West Channel) | Rural | Jefferson County, New York | New York | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1931 | 1997 | Unknown | 6 | 6 | 54.8 | 16.7 | 59 | 17.98 | 15.7 | 4.79 | https://historicbridges.org/newyork/coonbridges/little_coonbridges21_small.jpg | https://historicbridges.org/newyork/coonbridges/little_coonbridges21.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/coonbridges/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.193575,-75.782747 | ||||||||||||||
| 8677 | Red Bridge | Salmon Creek Road Bridge | This unusual subdivided double-intersection Warren truss has been rehabilitated. The technical description of the main or most noteworthy span of the bridge is a 99.7 ft (30.39 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Unknown. | 42.559272 | -76.537381 | Salmon Creek Road | Salmon Creek | Lansing | Tompkins County, New York | New York | United States | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 0 | 0 | 2017 | Unknown | 6 | 6 | 99.7 | 30.39 | 103 | 31.39 | 16 | 4.88 | https://historicbridges.org/newyork/lansing/little_main_small.jpg | https://historicbridges.org/newyork/lansing/little_main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/lansing/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.559272,-76.537381 | |||||||||||||
| 8683 | Washington Street Bridge | Channing Philbrick Park Bridge | This concrete arch bridge remains in place for pedestrian use and is noted for its traditional construction including Ransome style twisted bar rebar. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by J. H. Weisher. | 43.127208 | -77.484578 | Washington Street (Linear Park Drive) | Irondequoit Creek | Penfield | Monroe County, New York | New York | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1916 | 0 | J. H. Weisher | 5 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/sgoh-sa-is-thah/little_marc-sgoh-sa-is-thah2138_small.jpg | https://historicbridges.org/newyork/sgoh-sa-is-thah/little_marc-sgoh-sa-is-thah2138.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/sgoh-sa-is-thah/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.127208,-77.484578 | ||||||||||||||
| 8684 | L | Pine Street Bridge | Forest Hill Avenue Bridge | In 2000, it appears this rare timber Kingpost overpass was replaced with a steel stringer bridge, with the kingpost trusses left in place as decorative elements. The technical description of the main or most noteworthy span of the bridge is a 28 ft (8.53 m) wood Kingpost pony truss, fixed. The bridge was primarily built by Unknown. | 44.329307 | -74.124148 | Pine Street (Forest Hill Avenue) | Railroad (Adirondack Railroad) | Saranac Lake | Essex County, New York | New York | United States | Wood | Kingpost | Pony | Truss | Fixed | 2 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1928 | 2000 | Unknown | 7 | 7 | 28 | 8.53 | 76 | 23.16 | 19 | 5.79 | https://historicbridges.org/newyork/rrkingpost/little_kingpost25_small.jpg | https://historicbridges.org/newyork/rrkingpost/little_kingpost25.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/rrkingpost/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.329307,-74.124148 | ||||||||||
| 8685 | Peet Road Bridge | This extremely old rivet-connected pony is also noted for its lack of vertical members and rare American use of British steel, and association with a little-known builder. The technical description of the main or most noteworthy span of the bridge is a 61.7 ft (18.81 m) metal rivet-connected Warren (No Verticals) pony truss, fixed. The bridge was primarily built by Vermont Construction Company of St. Albans, Vermont. | 42.524290 | -75.255781 | Peet Road | Butternut Creek | Rural | Otsego County, New York | New York | United States | Metal | Warren (No Verticals) | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1890 | 0 | Vermont Construction Company of St. Albans, Vermont | 8 | 8 | 61.7 | 18.81 | 63 | 19.2 | 12 | 3.66 | https://historicbridges.org/newyork/peetpony/little_vmt47_small.jpg | https://historicbridges.org/newyork/peetpony/little_vmt47.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/peetpony/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.524290,-75.255781 | ||||||||||||||
| 8686 | 7th Street Bridge | 4th Street Pedestrian Bridge | This King Bridge Company through truss was relocated from 7th Street to 4th Street where it replaced a less significant pony truss and was rehabilitated for pedestrians. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 41.776342 | -78.018523 | 4th Street (Pedestrian Walkway) | Allegheny River | Coudersport | Potter County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1883 | 2011 | King Bridge Company of Cleveland, Ohio | 7 | 7 | 72 | 21.95 | 74.2 | 22.62 | 15.4 | 4.69 | https://historicbridges.org/pennsylvania/7thstreet/little_marc-coudersport-7th-king14_small.jpg | https://historicbridges.org/pennsylvania/7thstreet/little_marc-coudersport-7th-king14.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/7thstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.776342,-78.018523 | |||||||||||||
| 8687 | Keating Summit Bridge | Bush Hill Road Bridge | This very early rivet connected truss built by an important bridge builder was one of the most significant historic bridges in the region. The technical description of the main or most noteworthy span of the bridge is a 82 ft (24.99 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Union Bridge Company of Athens, Pennsylvania and Buffalo, New York. | 41.680496 | -78.182196 | Bush Hill Road (TR-305) | Railroad (Western New York and Pennsylvania) | Keating Summit | Potter County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 7 | 1 | 0 | 0 | 1891 | 0 | Union Bridge Company of Athens, Pennsylvania and Buffalo, New York | 7 | 8 | 82 | 24.99 | 84 | 25.6 | 11.2 | 3.41 | https://historicbridges.org/pennsylvania/bushhill/little_marc-keatingsummit13_small.jpg | https://historicbridges.org/pennsylvania/bushhill/little_marc-keatingsummit13.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bushhill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.680496,-78.182196 | |||||||||||||
| 8689 | Bryant Hollow Bridge | This classic Warren pony truss is today decorative after three culverts were stuck underneath it in 1981, making this bridge best viewed from the road. The technical description of the main or most noteworthy span of the bridge is a 30.8 ft (9.39 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 41.920676 | -78.016730 | Bryant Hollow Road (TR-356) | Oswayo Creek | Oswayo | Potter County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1907 | 1981 | Unknown | 5 | 5 | 30.8 | 9.39 | 30.8 | 9.39 | 22.6 | 6.89 | https://historicbridges.org/pennsylvania/oswayo-bryanthollow/little_oswayopenna1_small.jpg | https://historicbridges.org/pennsylvania/oswayo-bryanthollow/little_oswayopenna1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/oswayo-bryanthollow/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.920676,-78.016730 | ||||||||||||||
| 8690 | Avenue A Bridge | This is a late example of a highway plate girder bridge in Pennsylvania. The technical description of the main or most noteworthy span of the bridge is a 71 ft (21.64 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 41.791083 | -78.016263 | Avenue A | Allegheny River | Coudersport | Potter County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1959 | 0 | Unknown | 4 | 4 | 71 | 21.64 | 75 | 22.86 | 28 | 8.53 | https://historicbridges.org/pennsylvania/stdthroughgirder/little_marc-alleghenyrivertg3_small.jpg | https://historicbridges.org/pennsylvania/stdthroughgirder/little_marc-alleghenyrivertg3.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/stdthroughgirder/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.791083,-78.016263 | ||||||||||||||||
| 8691 | Horton Bridge | Old Cooks Falls Bridge | This outstanding and rare King Whipple through truss bridge has been bypassed and abandoned. The technical description of the main or most noteworthy span of the bridge is a 152 ft (46.33 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 41.972425 | -75.016833 | Chiloway Road | Beaver Kill | Rural | Delaware County, New York | New York | United States | Metal | Whipple (Double-Intersection Pratt) | Pin-Connected | Through | Truss | Fixed | 9 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 0 | 1885 | 0 | King Bridge Company of Cleveland, Ohio | 8 | 8 | 152 | 46.33 | 190 | 57.91 | 13.8 | 4.21 | https://historicbridges.org/newyork/beaverkillwhipple/little_kingwhipple4_small.jpg | https://historicbridges.org/newyork/beaverkillwhipple/little_kingwhipple4.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/beaverkillwhipple/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.972425,-75.016833 | ||||||||||
| 8692 | Ditch Road Bridge | Holmesville Bridge | This is a rare surviving multi-span example of a through truss built by the prolific Wrought Iron Bridge Company and it has a few surviving finials as well. The technical description of the main or most noteworthy span of the bridge is a 86 ft (26.21 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 42.511287 | -75.394528 | Ditch Road (TR-17) | Unadilla River | Holmesville | Chenango County, New York and Otsego County, New York | New York | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 2 | 0 | 0 | 0 | 0 | Wrought Iron Bridge Company of Canton, Ohio | 8 | 8 | 86 | 26.21 | 175 | 53.34 | 13.5 | 4.11 | https://historicbridges.org/newyork/ditchroad/little_wiunadillar58_small.jpg | https://historicbridges.org/newyork/ditchroad/little_wiunadillar58.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ditchroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.511287,-75.394528 | |||||||||||||
| 8693 | Lieb Road Bridge | This bridge appears to be an early example of a rivet-connected truss bridge and is noted for its lack of verticals and rare combination of riveted connections and floorbeam hangers. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal rivet-connected Warren (No Verticals) pony truss, fixed. The bridge was primarily built by Unknown. | 42.528277 | -75.934171 | Lieb Road | Gee Brook | Rural | Cortland County, New York | New York | United States | Metal | Warren (No Verticals) | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Unknown | 8 | 8 | 50 | 15.24 | 59 | 17.98 | 11.2 | 3.41 | https://historicbridges.org/newyork/liebrd/little_liebroad19_small.jpg | https://historicbridges.org/newyork/liebrd/little_liebroad19.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/liebrd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.528277,-75.934171 | ||||||||||||||
| 8694 | 4 Mile Creek Private Bridge | This privately owned bridge is noted for its tiny size and is a rare surviving example of a small in-state bridge builder. The technical description of the main or most noteworthy span of the bridge is a 28 ft (8.53 m) metal rivet-connected Pratt pony truss, fixed. The bridge was primarily built by Climax Road Machine Company of Marathon, New York. Special note about bridge location: This bridge is on private property. | 43.266773 | -77.431277 | Private Drive | 4 Mile Creek | Webster-On-The-Lake | Monroe County, New York | New York | United States | This bridge is on private property. | Metal | Pratt | Rivet-Connected | Pony | Truss | Fixed | 2 | 1 | 0 | 0 | 1903 | 0 | Climax Road Machine Company of Marathon, New York | 6 | 6 | 28 | 8.53 | 30 | 9.14 | 0 | 0 | https://historicbridges.org/newyork/webster-on-the-lake/little_marc-4-micrk7_small.jpg | https://historicbridges.org/newyork/webster-on-the-lake/little_marc-4-micrk7.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/webster-on-the-lake/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.266773,-77.431277 | |||||||||||||
| 8697 | Lake Street Bridge | This is a good example of a state standard through truss, a type that is rapidly disappearing in New York State. The technical description of the main or most noteworthy span of the bridge is a 163.7 ft (49.9 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by New York State Department of Public Works. | 42.616209 | -75.331356 | CR-13 (Lake Street) | Unadilla River | New Berlin | Chenango County, New York and Otsego County, New York | New York | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1933 | 1990 | Unknown | New York State Department of Public Works | 5 | 6 | 163.7 | 49.9 | 165 | 50.29 | 24 | 7.32 | https://historicbridges.org/newyork/lakestnewberlin/little_delhishortcutreturn36_small.jpg | https://historicbridges.org/newyork/lakestnewberlin/little_delhishortcutreturn36.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/lakestnewberlin/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.616209,-75.331356 | |||||||||||||
| 8698 | Mohawk River Railroad Bridge | This bridge is noted for its Baltimore truss configuration, skew, and width consisting of three truss lines. The technical description of the main or most noteworthy span of the bridge is a 104 ft (31.7 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Unknown. | 43.193025 | -75.396059 | Railroad (CSX and Mohawk, Adirondack and Northern) (Former New York Central) | Mohawk River | Rural | Oneida County, New York | New York | United States | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 6 | 104 | 31.7 | 105 | 32 | 57 | 17.37 | https://historicbridges.org/newyork/romerrtruss/little_marc-mohawkratcp-24821_small.jpg | https://historicbridges.org/newyork/romerrtruss/little_marc-mohawkratcp-24821.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/romerrtruss/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.193025,-75.396059 | ||||||||||||||
| 8699 | Williams Road Bridge | This state standard pony truss is located off of a state highway a short distance south of the confluence of the Sangerfield River and the Chenango River. The technical description of the main or most noteworthy span of the bridge is a 99.7 ft (30.39 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by New York State Department of Public Works. | 42.714443 | -75.540386 | Williams Road (CR-23) | Chenango River | Rural | Chenango County, New York | New York | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 8 | 1 | 0 | 0 | 1933 | 1989 | Unknown | New York State Department of Public Works | 5 | 6 | 99.7 | 30.39 | 103 | 31.39 | 23 | 7.01 | https://historicbridges.org/newyork/sangerfieldriver/little_sangerfieldriver29_small.jpg | https://historicbridges.org/newyork/sangerfieldriver/little_sangerfieldriver29.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/sangerfieldriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.714443,-75.540386 | |||||||||||||
| 8700 | Blanding Road Bridge | This classic state standard pony truss bridge is a form that is rapidly disappearing from the state's roads due to demolition and replacement. The technical description of the main or most noteworthy span of the bridge is a 100.7 ft (30.69 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Smith and Caffrey Company of Syracuse, New York. The bridge was primarily designed by New York State Department of Public Works. | 42.664847 | -75.494879 | Blanding Road (TR-44) | Chenango River | Rural | Chenango County, New York | New York | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 1939 | 1993 | Smith and Caffrey Company of Syracuse, New York | New York State Department of Public Works | 5 | 6 | 100.7 | 30.69 | 103 | 31.39 | 21 | 6.4 | https://historicbridges.org/newyork/blandingroad/little_blanding38_small.jpg | https://historicbridges.org/newyork/blandingroad/little_blanding38.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/blandingroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.664847,-75.494879 | |||||||||||||
| 8700 | Small Acres Lane Bridge | This bridge with its unusual railings today serves a dead-end road, but this road was originally part of the Grand River Avenue, Detroit-Lansing plank road. The technical description of the main or most noteworthy span of the bridge is a 26 ft (7.92 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.724088 | -84.444139 | Small Acres Lane (Old Grand River Avenue Alignment) | Pine Lake Outlet | Okemos | Ingham County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1925 | 0 | Unknown | 1 | 3 | 26 | 7.92 | 26 | 7.92 | 19 | 5.79 | https://historicbridges.org/michigan/smallacres/little_img_20220215_173547_small.jpg | https://historicbridges.org/michigan/smallacres/little_img_20220215_173547.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/smallacres/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.724088,-84.444139 | |||||||||||||||||
| 8701 | ! | Crane Creek Railroad Bridge | Configured as a pair of superstructures on shared bents, this bridge was not preserved. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal deck girder, fixed. The bridge was primarily built by Unknown. | 28.076362 | -80.603690 | Railroad (Brightline and Florida East Coast) | Crane Creek and Melbourne Avenue | Melbourne | Brevard County, Florida | Florida | United States | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 50 | 15.24 | 650 | 198.12 | 0 | 0 | https://historicbridges.org/florida/cranecreek/little_marc-crcrtrestleslastdays9_small.jpg | https://historicbridges.org/florida/cranecreek/little_marc-crcrtrestleslastdays9.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/cranecreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=28.076362,-80.603690 | |||||||||||||||
| 8702 | ! | Francis P. Whitehair Bridge | Crows Bluff Bridge | This is one of Florida's once numerous bascule bridges, but these bridges are rapidly disappearing as they are replaced with fixed high level bridges. The technical description of the main or most noteworthy span of the bridge is a 104.7 ft (31.91 m) metal deck girder, movable: double leaf bascule. The bridge was primarily built by Unknown. | 29.008594 | -81.382265 | FL-44 | St. Johns River | DeLand | Lake County, Florida and Volusia County, Florida | Florida | United States | Metal | Deck | Girder | Movable: Double Leaf Bascule | 0 | 1 | Concrete | T-Beam | Fixed | 0 | 10 | 1955 | 0 | Unknown | 6 | 6 | 104.7 | 31.91 | 525 | 160.02 | 27.6 | 8.41 | https://historicbridges.org/florida/whitehair/little_whitehair_7_small.jpg | https://historicbridges.org/florida/whitehair/little_whitehair_32.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/whitehair/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.008594,-81.382265 | |||||||||||
| 8703 | Rowlett Park Drive Bridge | This bridge has been included as a representative example of a mid 20th century bridge in Florida. The technical description of the main or most noteworthy span of the bridge is a 53.2 ft (16.22 m) pre-stressed concrete stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 28.022080 | -82.435044 | Rowlett Park Drive | Hillsborough River | Tampa | Hillsborough County, Florida | Florida | United States | Pre-Stressed Concrete | Stringer (Multi-Beam) | Fixed | 0 | 3 | 0 | 0 | 1957 | 0 | Unknown | 1 | 1 | 53.2 | 16.22 | 159 | 48.46 | 28.2 | 8.6 | https://historicbridges.org/florida/rowlettpk/little_marc-rowlettpk1_small.jpg | https://historicbridges.org/florida/rowlettpk/little_marc-rowlettpk1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/rowlettpk/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=28.022080,-82.435044 | |||||||||||||||||
| 8704 | Washington Street Bridge | A rare remnant of pre-Disney Orlando, this well-preserved bridge is noted for its attractive design, and it has a beautiful brick deck as well. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Concrete Steel Bridge Company of Florida of Miami Beach, Florida. The bridge was primarily designed by Morton Hagartney. | 28.544009 | -81.358389 | Washington Street | Fern Creek | Orlando | Orange County, Florida | Florida | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1926 | 0 | Concrete Steel Bridge Company of Florida of Miami Beach, Florida | Morton Hagartney | 6 | 8 | 20 | 6.1 | 60 | 18.29 | 24 | 7.32 | https://historicbridges.org/florida/washstorlando/little_marc-azaleapk5_small.jpg | https://historicbridges.org/florida/washstorlando/little_marc-azaleapk5.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=florida/washstorlando/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=28.544009,-81.358389 | ||||||||||||||
| 8705 | Private Edwin Tubbs Memorial Bridge | US-6 Allegheny River Bridge | This standard pony truss bridge retains original lattice sidewalk railings. The technical description of the main or most noteworthy span of the bridge is a 112 ft (34.14 m) metal rivet-connected Parker pony truss, fixed. The bridge was primarily built by A. G. Andrew Engineering Company. The bridge was primarily designed by Pennsylvania State Highway Department. | 41.769789 | -78.025090 | US-6 (Chestnut Street and Eulalia Street) | Allegheny River | Coudersport | Potter County, Pennsylvania | Pennsylvania | United States | Metal | Parker | Rivet-Connected | Pony | Truss | Fixed | 7 | 1 | 0 | 0 | 1934 | 2006 | A. G. Andrew Engineering Company | Pennsylvania State Highway Department | 5 | 5 | 112 | 34.14 | 117 | 35.66 | 30.8 | 9.39 | https://historicbridges.org/pennsylvania/tubbsmemorial/little_marc-tubbsmeml1_small.jpg | https://historicbridges.org/pennsylvania/tubbsmemorial/little_marc-tubbsmeml1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/tubbsmemorial/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.769789,-78.025090 | ||||||||||||
| 8706 | Pleasant Brook Bridge | This abandoned stringer bridge is noted for its jack arch deck and unusual ornamental lattice railings. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.718414 | -75.651018 | Abandoned Road | Pleasant Brook | Rural | Cortland County, New York | New York | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/pleasantbrook/little_pleasantbrk2_small.jpg | https://historicbridges.org/newyork/pleasantbrook/little_pleasantbrk2.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/pleasantbrook/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.718414,-75.651018 | |||||||||||||||||
| 8707 | Drake Street Road Private Bridge | Oak Orchard Creek Tributary Bridge | Classic lattice railing steel stringer bridges like this are uncommon today. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 43.065952 | -78.244237 | Abandoned Private Drive | Oak Orchard Creek Tributary | Near Oakfield | Genesee County, New York | New York | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 2 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/oakfieldlattice/little_oakfield9_small.jpg | https://historicbridges.org/newyork/oakfieldlattice/little_oakfield9.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/oakfieldlattice/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.065952,-78.244237 | ||||||||||||||||
| 8711 | Cortland Railroad Bridge | Tioughnioga River Railroad Bridge | This highly unusual railroad through truss appears to have been altered using spare parts, a very long time ago. The technical description of the main or most noteworthy span of the bridge is a 115 ft (35.05 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 42.592525 | -76.155267 | Railroad (New York, Susquehanna & Western. | Tioughnioga River | Cortland | Cortland County, New York | New York | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 3 | 0 | 4 | 0 | 0 | Unknown | 7 | 7 | 115 | 35.05 | 415 | 126.49 | 0 | 0 | https://historicbridges.org/newyork/suit-koteaccess/main_small.jpg | https://historicbridges.org/newyork/suit-koteaccess/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/suit-koteaccess/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.592525,-76.155267 | |||||||||||||
| 8712 | Delaware Aqueduct | Roebling's Delaware Aqueduct | One of the oldest suspension bridges in the United States, this bridge is also noted for its design as an aqueduct, although today it is used as a traditional bridge. The technical description of the main or most noteworthy span of the bridge is a 141 ft (42.98 m) metal wire cable suspension, fixed. The bridge was primarily built by John A. Roebling. The bridge was primarily designed by John A. Roebling and Russel F. Lord. | 41.482632 | -74.984505 | Delaware Drive (Former Delaware and Hudson Canal) | Delaware River | Rural | Sullivan County, New York and Pike County, Pennsylvania | New York and Pennsylvania | United States | Metal | Wire Cable | Suspension | Fixed | 0 | 4 | 0 | 0 | 1848 | 1987 | John A. Roebling | John A. Roebling and Russel F. Lord | 10 | 10 | 141 | 42.98 | 535 | 163.07 | 11.5 | 3.51 | https://historicbridges.org/pennsylvania/roeblingaqueduct/little_dhcanalaqd93_small.jpg | https://historicbridges.org/pennsylvania/roeblingaqueduct/little_dhcanalaqd93.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/roeblingaqueduct/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.482632,-74.984505 | ||||||||||||||
| 8713 | Lower Toddsville Road Bridge | This bridge is a short, classic example of a ca. 1880s Wrought Iron Bridge Company through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 42.682637 | -74.957607 | Lower Toddsville Road | Oaks Creek | Rural | Otsego County, New York | New York | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Wrought Iron Bridge Company of Canton, Ohio | 7 | 7 | 72 | 21.95 | 75.2 | 22.92 | 13.8 | 4.21 | https://historicbridges.org/newyork/toddsvillethrough/little_pom-town8_small.jpg | https://historicbridges.org/newyork/toddsvillethrough/little_pom-town8.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/toddsvillethrough/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.682637,-74.957607 | ||||||||||||||
| 8714 | Kellams Bridge | Although most of the bridge seen today actually dates to 1936, this small scale suspension bridge is noted for its unusual design which features a main cable that dips below the deck of the bridge. The technical description of the main or most noteworthy span of the bridge is a 384 ft (117.04 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by David Kellam. | 41.823461 | -75.113694 | Kellams Bridge Road (PA-1018) | Delaware River | Rural | Sullivan County, New York and Wayne County, Pennsylvania | New York and Pennsylvania | United States | Metal | Pony Truss Stiffening | Wire Cable | Suspension | Fixed | 0 | 1 | 0 | 0 | 1889 | 1936 | David Kellam | 8 | 8 | 384 | 117.04 | 385 | 117.35 | 11.2 | 3.41 | https://historicbridges.org/pennsylvania/kellamsbridge/little_kellamsbrunderconst8_small.jpg | https://historicbridges.org/pennsylvania/kellamsbridge/little_kellamsbrunderconst8.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/kellamsbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.823461,-75.113694 | |||||||||||||||
| 8715 | Norwich Railroad Bridge South | This railroad through truss is noted for its subdivided Warren truss configuration. The technical description of the main or most noteworthy span of the bridge is a 115 ft (35.05 m) metal rivet-connected Modified Warren (Subdivided) through truss, fixed. The bridge was primarily built by Unknown. | 42.517836 | -75.519005 | Railroad (New York, Susquehanna, and Western) | Canasawacta Creek | Norwich | Chenango County, New York | New York | United States | Metal | Modified Warren (Subdivided) | Rivet-Connected | Through | Truss | Fixed | 12 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 115 | 35.05 | 117 | 35.66 | 0 | 0 | https://historicbridges.org/newyork/norwichblackbridge/little_nyswblackbr4_small.jpg | https://historicbridges.org/newyork/norwichblackbridge/little_nyswblackbr4.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/norwichblackbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.517836,-75.519005 | ||||||||||||||
| 8716 | H Moyer Road Bridge | This is an outstanding, unaltered example of a bridge built by the Groton Bridge Company, a prolific New York State bridge builder. The technical description of the main or most noteworthy span of the bridge is a 44 ft (13.41 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. | 42.927833 | -74.742458 | H Moyer Road | Otsquago Creek | Hallsville | Montgomery County, New York | New York | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1889 | 1962 | Groton Bridge Company of Groton, New York | 7 | 8 | 44 | 13.41 | 54.8 | 16.7 | 10.5 | 3.2 | https://historicbridges.org/newyork/moyer/little_groton18893_small.jpg | https://historicbridges.org/newyork/moyer/little_groton18893.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/moyer/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.927833,-74.742458 | ||||||||||||||
| 8717 | US-281 Brazos River Bridge | This outstanding example of a continuous through truss stands out as the only one of its kind in this area. The technical description of the main or most noteworthy span of the bridge is a 252 ft (76.81 m) metal continuous rivet-connected Warren through truss, fixed. The bridge was primarily built by Brown and Root of Houston, Texas and Bethlehem Steel Company of Bethlehem, Pennsylvania.. The bridge was primarily designed by Texas Highway Department. | 32.641552 | -98.100321 | US-281 (Southbound) | Brazos River | Rural | Palo Pinto County, Texas | Texas | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 10 | Continuous | 3 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 0 | 1939 | 2019 | Brown and Root of Houston, Texas and Bethlehem Steel Company of Bethlehem, Pennsylvania. | Texas Highway Department | 7 | 8 | 252 | 76.81 | 1138 | 346.86 | 24 | 7.32 | https://historicbridges.org/texas/brazos281/little_jesseberube-dsc08851_small.jpg | https://historicbridges.org/texas/brazos281/jesseberube-main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/brazos281/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.641552,-98.100321 | |||||||||
| 8718 | L | Pike Footbridges | At the time of documentation, two unique lattice girder foot bridges carried sidewalks here, however one has since collapsed and been removed. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) metal Lattice through girder, fixed. The bridge was primarily built by Unknown. | 42.555370 | -78.154192 | NY-19 (Main Street) (Sidewalks) | Wiscoy Creek | Pike | Wyoming County, New York | New York | United States | Metal | Lattice | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 45 | 13.72 | 46 | 14.02 | 0 | 0 | https://historicbridges.org/newyork/latticegirdertwins/little_latticegirdertwins14_small.jpg | https://historicbridges.org/newyork/latticegirdertwins/little_latticegirdertwins14.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/latticegirdertwins/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.555370,-78.154192 | ||||||||||||||
| 8719 | Brasher Falls Bridge | This is a good unaltered example of a small state standard through truss in a populated location that includes sidewalks. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by New York State Department of Public Works. | 44.807968 | -74.771978 | NY-11C (Main Street) | St. Regis River | Brasher Falls | St. Lawrence County, New York | New York | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1933 | 1994 | Unknown | New York State Department of Public Works | 5 | 6 | 150 | 45.72 | 155 | 47.24 | 24 | 7.32 | https://historicbridges.org/newyork/rte11cbrasherfalls/little_brasherfalls--rte11c27_small.jpg | https://historicbridges.org/newyork/rte11cbrasherfalls/little_brasherfalls--rte11c27.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/rte11cbrasherfalls/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.807968,-74.771978 | |||||||||||||
| 8720 | Crawford Creek Road Bridge | This classic Warren pony truss is closed to traffic but currently remains in use for snowmobiles. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 42.360419 | -78.148850 | Crawford Creek Road (Abandoned Alignment) | Crawford Creek | Rural | Allegany County, New York | New York | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/crawfordcrk/little_crawfordcrk27_small.jpg | https://historicbridges.org/newyork/crawfordcrk/little_crawfordcrk27.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/crawfordcrk/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.360419,-78.148850 | ||||||||||||||
| 8721 | Lake Road West Fork Bridge | This bridge, possibly designed by the county, features a truss configuration that is uncommon in the state, since the state usually designed using Warren-based trusses. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal rivet-connected Camelback pony truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 43.335254 | -77.927861 | Lake Road West Fork (CR-234) | Sandy Creek | Rural | Monroe County, New York | New York | United States | Metal | Camelback | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1941 | 1995 | American Bridge Company of New York, New York | 5 | 7 | 90 | 27.43 | 93 | 28.35 | 26.6 | 8.11 | https://historicbridges.org/newyork/westfork/little_lkrdwfk7_small.jpg | https://historicbridges.org/newyork/westfork/little_lkrdwfk7.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/westfork/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.335254,-77.927861 | ||||||||||||||
| 8722 | Southern Reservoirs Bridges | These two tiny stringer bridges have ornate railings that were salvaged from an unknown previous bridge, probably a pre-1900 bridge given the ornate railing design. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 43.076316 | -75.234328 | Reservoir Access | Southern Reservoirs Outlet | New Hartford | Oneida County, New York | New York | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 1 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/valleyviewrailings/little_archrail2_small.jpg | https://historicbridges.org/newyork/valleyviewrailings/little_archrail2.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/valleyviewrailings/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.076316,-75.234328 | |||||||||||||||||
| 8723 | Home Road Bridge | This traditional riveted pony truss bridge was sadly demolished without a replacement before a more complete photo-documentation was completed. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 42.940733 | -78.556378 | Home Road | Ellicott Creek | Millgrove | Erie County, New York | New York | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/homeroad/little_homerd1_small.jpg | https://historicbridges.org/newyork/homeroad/little_homerd1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/homeroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.940733,-78.556378 | ||||||||||||||
| 8724 | Black Creek Private Bridge | This is an extremely tiny pony truss bridge, and although missing, there is evidence of former plaques at the top of the end post, which was used by the Canton Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 25 ft (7.62 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. Special note about bridge location: This bridge is on private property. | 42.353576 | -77.921071 | Private Drive | Black Creek | Birdsall | Allegany County, New York | New York | United States | This bridge is on private property. | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 2 | 1 | 0 | 0 | 0 | 0 | Canton Bridge Company of Canton, Ohio | 6 | 6 | 25 | 7.62 | 26 | 7.92 | 11 | 3.35 | https://historicbridges.org/newyork/pvtdvwy/little_mondvwy2_small.jpg | https://historicbridges.org/newyork/pvtdvwy/little_mondvwy2.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/pvtdvwy/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.353576,-77.921071 | |||||||||||||
| 8725 | West Stockholm Bridge | This excellent and rare multi-span pony truss built by the noteworthy Groton Bridge Company, and its trusses were converted to decorative, a compromise preservation solution that has been nicely implemented here. The technical description of the main or most noteworthy span of the bridge is a 76 ft (23.16 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. | 44.713494 | -74.900405 | West Stockholm - Southville Road (CR-57) | West Branch St. Regis River | West Stockholm | St. Lawrence County, New York | New York | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 6 | 2 | 0 | 0 | 1883 | 2000 | Groton Bridge Company of Groton, New York | 7 | 8 | 76 | 23.16 | 153 | 46.63 | 15.4 | 4.69 | https://historicbridges.org/newyork/wstockholm-southvillerd/little_stockholm7_small.jpg | https://historicbridges.org/newyork/wstockholm-southvillerd/little_stockholm7.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/wstockholm-southvillerd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.713494,-74.900405 | ||||||||||||||
| 8726 | Lake Avenue Bridge | This is one of the smallest, simplest known bridges that David Steinman, one of America's greatest and most famous engineers, was hired to design. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal continuous deck girder, fixed. The bridge was primarily built by William E. Bouley Company of Auburn, New York. The bridge was primarily designed by David Steinman of New York, New York. | 42.926751 | -76.554192 | Lake Avenue | Owasco Outlet | Auburn | Cayuga County, New York | New York | United States | Metal | Deck | Girder | Fixed | 0 | Continuous | 3 | 0 | 0 | 1954 | 1984 | William E. Bouley Company of Auburn, New York | David Steinman of New York, New York | 7 | 7 | 120 | 36.58 | 268 | 81.69 | 48 | 14.63 | https://historicbridges.org/newyork/lakeaveauburn/little_lakeave23_small.jpg | https://historicbridges.org/newyork/lakeaveauburn/little_lakeave23.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/lakeaveauburn/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.926751,-76.554192 | ||||||||||||||
| 8727 | Brooklyn Street Bridge | This classic riveted pony truss has surviving remnants of a plaque indicating it was the work of the prolific in-state builder, Groton Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. | 42.852419 | -75.606314 | Brooklyn Street | Chenango River | Eaton | Madison County, New York | New York | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 1971 | Groton Bridge Company of Groton, New York | 6 | 6 | 40 | 12.19 | 43 | 13.11 | 14.8 | 4.51 | https://historicbridges.org/newyork/brooklynstreetbridge/little_brooklynbr13_small.jpg | https://historicbridges.org/newyork/brooklynstreetbridge/little_brooklynbr13.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/brooklynstreetbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.852419,-75.606314 | ||||||||||||||
| 8728 | Baskins Farm Bridge South | A classic Wrought Iron Bridge Company pony truss, this is one of two very noteworthy bridges found on this private farm, The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. Special note about bridge location: This bridge is on private property. | 42.936810 | -78.193827 | Private Drive | Little Tonawanda Creek | Rural | Genesee County, New York | New York | United States | This bridge is on private property. | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Wrought Iron Bridge Company of Canton, Ohio | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/baskinsfarmsouthbridge/little_marc-baskinsfarms13_small.jpg | https://historicbridges.org/newyork/baskinsfarmsouthbridge/little_marc-baskinsfarms13.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/baskinsfarmsouthbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.936810,-78.193827 | |||||||||||||
| 8729 | Baskins Farm Bridge North | One of two very noteworthy bridges found on this private farm, this extremely unusual bridge is a very unique example of the work of the notable Penn Bridge Company. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Warren pony truss, fixed. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania. Special note about bridge location: This bridge is on private property. | 42.940500 | -78.189295 | Private Drive | Little Tonawanda Creek | Rural | Genesee County, New York | New York | United States | This bridge is on private property. | Metal | Warren | Pin-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1885 | 0 | Penn Bridge Company of Beaver Falls, Pennsylvania | 8 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/baskinsfarmnorthbridge/little_marc-baskinsfarmn13_small.jpg | https://historicbridges.org/newyork/baskinsfarmnorthbridge/little_marc-baskinsfarmn13.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/baskinsfarmnorthbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.940500,-78.189295 | |||||||||||||
| 8730 | Base Street Culvert | This culvert has lattice railings from a previous bridge on it. The technical description of the main or most noteworthy span of the bridge is a metal culvert, fixed. The bridge was primarily built by Unknown. | 42.680799 | -82.740157 | Base Street | Crapaud Creek | New Baltimore | Macomb County, Michigan | Michigan | United States | Metal | Culvert | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 1 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/basestreet/little_fulladd_basestreetredetailed7657_small.jpg | https://historicbridges.org/michigan/basestreet/little_fulladd_basestreetredetailed7657.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/basestreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.680799,-82.740157 | |||||||||||||||||
| 8732 | Burtch Road Driveway Bridge | Located on a private access, this bridge has been spared road salt and modern guardrails, making it an outstanding example of its type. The technical description of the main or most noteworthy span of the bridge is a 16 ft (4.88 m) concrete slab, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is a private access, but is right next to a public road. | 43.116456 | -82.565393 | Private Drive | Milwaukee Creek | Rural | St. Clair County, Michigan | Michigan | United States | This bridge is a private access, but is right next to a public road. | Concrete | Slab | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 1 | 3 | 16 | 4.88 | 16 | 4.88 | 13 | 3.96 | https://historicbridges.org/michigan/burtchrddriveway/little_apr22_burtch_20220402_131909_small.jpg | https://historicbridges.org/michigan/burtchrddriveway/little_apr22_burtch_20220402_131909.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/burtchrddriveway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.116456,-82.565393 | ||||||||||||||||
| 8733 | Castor Road Bridge | This is an extremely tiny example of a bridge using a fence-like standard railing that some counties in Michigan used. The technical description of the main or most noteworthy span of the bridge is a 18 ft (5.49 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.983591 | -82.644831 | Castor Road | Neaton Drain | Rural | St. Clair County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1940 | 0 | Unknown | 1 | 1 | 18 | 5.49 | 21 | 6.4 | 28 | 8.53 | https://historicbridges.org/michigan/castorrd/little_fulladd_goodlesparkstuff4685_small.jpg | https://historicbridges.org/michigan/castorrd/little_fulladd_goodlesparkstuff4685.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/castorrd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.983591,-82.644831 | |||||||||||||||||
| 8736 | Jeddo Road Burtch Creek Bridge | This stringer bridge is noted for its pipe railing. The technical description of the main or most noteworthy span of the bridge is a 45.6 ft (13.9 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 43.154864 | -82.505872 | Jeddo Road | Burtch Creek | Rural | St. Clair County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1957 | 0 | Unknown | 1 | 1 | 45.6 | 13.9 | 50 | 15.24 | 19 | 5.79 | https://historicbridges.org/michigan/jeddoroadeast/little_apr22_jeddo_20220402_124634_small.jpg | https://historicbridges.org/michigan/jeddoroadeast/little_apr22_jeddo_20220402_124639.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/jeddoroadeast/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.154864,-82.505872 | |||||||||||||||||
| 8737 | Ruth Road Bridge | This steel stringer bridge is noted for its unaltered R4 railing. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 43.446226 | -82.732124 | Ruth Road | Black River | Rural | Sanilac County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 3 | 0 | 0 | 1952 | 0 | Unknown | 1 | 1 | 45 | 13.72 | 134.8 | 41.09 | 38 | 11.58 | https://historicbridges.org/michigan/ruthroadblackriver/little_fulladd_ruthroadblackriver2265_small.jpg | https://historicbridges.org/michigan/ruthroadblackriver/little_fulladd_ruthroadblackriver2265.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/ruthroadblackriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.446226,-82.732124 | |||||||||||||||||
| 8740 | CR-657 Railroad Overpass | In a county with hardly any bridges of historic value this (along with another nearby similar bridge) may be one of the oldest if not the oldest bridge found on county roads. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.184261 | -85.823124 | Railroad (Amtrak) | CR-657 | Rural | Van Buren County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1910 | 0 | Unknown | 1 | 1 | 24 | 7.32 | 27 | 8.23 | 0 | 0 | https://historicbridges.org/michigan/cr657/little_fulladd_cr6575836_small.jpg | https://historicbridges.org/michigan/cr657/little_fulladd_cr6575836.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/cr657/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.184261,-85.823124 | |||||||||||||||||
| 8741 | Drape Road Railroad Overpass | In a county with hardly any bridges of historic value this (along with another nearby similar bridge) may be one of the oldest if not the oldest bridge found on county roads. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.188383 | -85.815244 | Railroad (Amtrak) | Drape Road | Rural | Van Buren County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1910 | 0 | Unknown | 1 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/drape/little_fulladd_cr6575840_small.jpg | https://historicbridges.org/michigan/drape/little_fulladd_cr6575840.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/drape/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.188383,-85.815244 | |||||||||||||||||
| 8742 | Sutton Road Private Bridge | This private access bridge is an unaltered and rare example of a steel stringer bridge with lattice railing. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is a private access but is right next to a public road. | 41.951413 | -83.786130 | Sutton Road | Sutton Road Drain | Rural | Lenawee County, Michigan | Michigan | United States | This bridge is a private access but is right next to a public road. | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/suttonroaddriveway/little_fulladd_suttonroaddrivewaybridgelenawee1313_small.jpg | https://historicbridges.org/michigan/suttonroaddriveway/little_fulladd_suttonroaddrivewaybridgelenawee1313.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/suttonroaddriveway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.951413,-83.786130 | ||||||||||||||||
| 8743 | St. Clair Railroad Bridge | This is a traditional railroad plate girder bridge. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) metal deck girder, fixed. The bridge was primarily built by Unknown. | 42.813755 | -82.500135 | Railroad (CSX) | Pine River | St. Clair | St. Clair County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | Unknown | 1 | 1 | 65 | 19.81 | 130 | 39.62 | 0 | 0 | https://historicbridges.org/michigan/pineriverstclairrr/little_fulladd_pineriverstclairrailroadbridge2455_small.jpg | https://historicbridges.org/michigan/pineriverstclairrr/little_fulladd_pineriverstclairrailroadbridge2455.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/pineriverstclairrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.813755,-82.500135 | ||||||||||||||||
| 8744 | Port Huron and Detroit Railroad Bridge | This is a traditional railroad plate girder bridge, whose conversion to rail-trail usage obstructed most of the girder details with timber railing. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 42.761510 | -82.493495 | Railroad (Rail-Trail) | Belle River | Rural | St. Clair County, Michigan | Michigan | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 1 | 1 | 90 | 27.43 | 90 | 27.43 | 0 | 0 | https://historicbridges.org/michigan/stclairbikepathplategirder/little_fulladd_stclairbikepathplategirder1572_small.jpg | https://historicbridges.org/michigan/stclairbikepathplategirder/little_fulladd_stclairbikepathplategirder1572.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/stclairbikepathplategirder/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.761510,-82.493495 | ||||||||||||||||
| 8745 | Smiths Creek Railroad Bridge | This is a very tiny railroad plate girder bridge. The technical description of the main or most noteworthy span of the bridge is a 35 ft (10.67 m) metal deck girder, fixed. The bridge was primarily built by Unknown. | 42.911652 | -82.606131 | Railroad (Canadian National) | Smiths Creek | Smiths Creek | St. Clair County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 1 | 1 | 35 | 10.67 | 35 | 10.67 | 0 | 0 | https://historicbridges.org/michigan/smithscreekrailroadbridge/little_fulladd_smithcreekrailroadbridge2231_small.jpg | https://historicbridges.org/michigan/smithscreekrailroadbridge/little_fulladd_smithcreekrailroadbridge2231.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/smithscreekrailroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.911652,-82.606131 | ||||||||||||||||
| 8746 | Paddock Viaduct | This is a long, landmark concrete arch bridge with impressive concrete approach spans as well. The technical description of the main or most noteworthy span of the bridge is a 225 ft (68.58 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Hannam-Hickeys Brothers of St. Louis, Missouri and Virginia Bridge and Iron Company of Roanoke, Virginia . The bridge was primarily designed by Brennecke and Fay of St. Louis, Missouri. | 32.759302 | -97.334386 | Main Street (US-287 Business) | West Fork Trinity River | Fort Worth | Tarrant County, Texas | Texas | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 4 | Concrete | Deck | Girder | Fixed | 0 | 12 | 1914 | 0 | Hannam-Hickeys Brothers of St. Louis, Missouri and Virginia Bridge and Iron Company of Roanoke, Virginia | Brennecke and Fay of St. Louis, Missouri | 7 | 8 | 225 | 68.58 | 1319 | 402.03 | 54 | 16.46 | https://historicbridges.org/texas/paddock/little_dsc01930_small.jpg | https://historicbridges.org/texas/paddock/little_dsc01930.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/paddock/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.759302,-97.334386 | ||||||||||
| 8747 | Long Branch Road Bridge | Bridge E-74, Lake Outlet Bridge | This bridge features a truss bridge flanked by plate girder spans. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. | 43.117091 | -76.244693 | Long Branch Road | Onondaga Lake Outlet | Salina | Onondaga County, New York | New York | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | Metal | Through | Girder | Fixed | 0 | 2 | 1915 | 0 | McClintic-Marshall Company of Pittsburgh, Pennsylvania | 6 | 6 | 120 | 36.58 | 247 | 75.29 | 15 | 4.57 | https://historicbridges.org/newyork/onondagalakeoutlet/little_ononlkoutlet20_small.jpg | https://historicbridges.org/newyork/onondagalakeoutlet/little_ononlkoutlet20.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/onondagalakeoutlet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.117091,-76.244693 | |||||||||
| 8748 | Rein Road Bridge | This traditional riveted pony truss has been rehabilitated. The technical description of the main or most noteworthy span of the bridge is a 82.7 ft (25.21 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 42.937785 | -78.710809 | Rein Road | Ellicott Creek | Cheektowaga | Erie County, New York | New York | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1933 | 2014 | Unknown | 5 | 6 | 82.7 | 25.21 | 85 | 25.91 | 24 | 7.32 | https://historicbridges.org/newyork/reinrd/little_reinrd3_small.jpg | https://historicbridges.org/newyork/reinrd/little_reinrd3.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/reinrd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.937785,-78.710809 | ||||||||||||||
| 8749 | Utica Street Bridge | This bridge is noted for its documented associated with a little-known bridge company. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Shoemaker Bridge Company of Pottstown, Pennsylvania. | 43.210603 | -77.942887 | Railroad (New York Central, Falls Road Branch) | Utica Street | Brockport | Monroe County, New York | New York | United States | Metal | Deck | Girder | Fixed | 0 | 3 | 0 | 0 | 1924 | 0 | Shoemaker Bridge Company of Pottstown, Pennsylvania | 4 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/fallsrduticast/little_fallsrdbkpt4_small.jpg | https://historicbridges.org/newyork/fallsrduticast/little_fallsrdbkpt4.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/fallsrduticast/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.210603,-77.942887 | ||||||||||||||||
| 8750 | Peake Road Bridge | This is an increasingly rare example of a concrete curved t-beam overpass that retains original R4 railings, albeit with Armco guardrail added. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by B. H. Sargent of Grand Rapids, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 42.842779 | -84.848698 | Peake Road | I-96 | Rural | Ionia County, Michigan | Michigan | United States | Concrete | Curved | T-Beam | Fixed | 0 | Continuous | 4 | 0 | 0 | 1958 | 0 | B. H. Sargent of Grand Rapids, Michigan | Michigan State Highway Department | 2 | 3 | 90 | 27.43 | 298.6 | 91.01 | 26 | 7.92 | https://historicbridges.org/michigan/peake/little_march22_20220316_181119_small.jpg | https://historicbridges.org/michigan/peake/little_march22_20220316_181119.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/peake/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.842779,-84.848698 | ||||||||||||||
| 8751 | 9 Mile Creek Aqueduct | This crossing has been fully restored, and offers a functional timber aqueduct paired with the original stone arch towpath bridge. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) stone Segmental deck arch, fixed. The bridge was primarily built by Denton and Cromwell. | 43.059002 | -76.285698 | Erie Canal and Canalway Trail | 9 Mile Creek | Rural | Onondaga County, New York | New York | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 4 | 0 | 0 | 1841 | 2009 | Denton and Cromwell | 9 | 9 | 30 | 9.14 | 140 | 42.67 | 0 | 0 | https://historicbridges.org/newyork/9milecreek/little_marc-9-milecreek15_small.jpg | https://historicbridges.org/newyork/9milecreek/little_marc-9-milecreek15.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/9milecreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.059002,-76.285698 | |||||||||||||||
| 8752 | Lackawaxen Railroad Bridge | Bridge 110.54 | This bridge is a great example of how railroads would alter bridges (both long ago and more recently) to accommodate increasing loads and increased deterioration. The technical description of the main or most noteworthy span of the bridge is a 132.6 ft (40.42 m) metal pin-connected Pratt deck truss, fixed. The bridge was primarily built by Union Bridge Company of Athens, Pennsylvania and Buffalo, New York. | 41.486889 | -74.989154 | Railroad (Norfolk Southern and Central New York, Former Erie Railroad, ) | Lackawaxen River, Masthope Plank Road, and Scenic Drive | Lackawaxen | Pike County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Deck | Truss | Fixed | 7 | 3 | Metal | Deck | Girder | Fixed | 0 | 2 | 1894 | 1907 | Union Bridge Company of Athens, Pennsylvania and Buffalo, New York | 6 | 7 | 132.6 | 40.42 | 591 | 180.14 | 0 | 0 | https://historicbridges.org/pennsylvania/lackawaxen/little_lackawaxen3_small.jpg | https://historicbridges.org/pennsylvania/lackawaxen/little_lackawaxen3.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/lackawaxen/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.486889,-74.989154 | |||||||||
| 8753 | Veterans Memorial Bridge | This monumental concrete arch bridge features an attractive stone facing making it look like a giant stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Booth and Flinn Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by F. P. McKibben. | 43.192758 | -77.620728 | NY-104 (Keeler Street Expressway, Ridge Road) | Genesee River and Bridge View Drive | Rochester | Monroe County, New York | New York | United States | Concrete (Stone Faced) | Closed Spandrel | Deck | Arch | Fixed | 0 | 7 | 0 | 0 | 1931 | 0 | Booth and Flinn Company of Pittsburgh, Pennsylvania | F. P. McKibben | 7 | 7 | 300 | 91.44 | 972.2 | 296.33 | 90 | 27.43 | https://historicbridges.org/newyork/vetsbrroch/little_vetsbr--daytime28_small.jpg | https://historicbridges.org/newyork/vetsbrroch/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/vetsbrroch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.192758,-77.620728 | ||||||||||||||
| 8754 | Platt Street Bridge | Pont de Rennes | Iconic and preserved for pedestrians, this lattice truss bridge is rare not only as a deck truss variety of this truss configuration, but also for its presentation as a triple intersection Warren. The technical description of the main or most noteworthy span of the bridge is a 158.2 ft (48.22 m) metal rivet-connected Lattice (Triple Warren) deck truss, fixed. The bridge was primarily built by Rochester Bridge and Iron Works of Rochester, New York. The bridge was primarily designed by Leffert L. Buck. | 43.162688 | -77.615575 | Genesee Riverway Trail | Genesee River | Rochester | Monroe County, New York | New York | United States | Metal | Lattice (Triple Warren) | Rivet-Connected | Deck | Truss | Fixed | 11 | 5 | 0 | 0 | 1891 | 0 | Rochester Bridge and Iron Works of Rochester, New York | Leffert L. Buck | 8 | 9 | 158.2 | 48.22 | 858.6 | 261.7 | 22 | 6.71 | https://historicbridges.org/newyork/latticedeck/little_downtown56_small.jpg | https://historicbridges.org/newyork/latticedeck/little_downtown56.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/latticedeck/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.162688,-77.615575 | ||||||||||||
| 8755 | Broad Street Bridge | Erie Canal Aqueduct | This ancient structure was originally an aqueduct for the original Erie Canal, and has been altered over the years to serve a subway and a highway. The technical description of the main or most noteworthy span of the bridge is a 52 ft (15.85 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Nathan S. Roberts. | 43.154618 | -77.609816 | Broad Street | Genesee River | Rochester | Monroe County, New York | New York | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 7 | 0 | 0 | 1842 | 1975 | Unknown | Nathan S. Roberts | 9 | 9 | 52 | 15.85 | 437 | 133.2 | 0 | 0 | https://historicbridges.org/newyork/aqueductdowntown/little_broadstaqd11_small.jpg | https://historicbridges.org/newyork/aqueductdowntown/little_broadstaqd11.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/aqueductdowntown/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.154618,-77.609816 | |||||||||||||
| 8756 | Court Street Dam Bridge | These truss spans are an integral part of a dam at this location. The technical description of the main or most noteworthy span of the bridge is a 112 ft (34.14 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. | 43.152342 | -77.609479 | Dam Access | Genesee River | Rochester | Monroe County, New York | New York | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 0 | 2 | Metal | Deck | Girder | Fixed | 0 | 2 | 1926 | 0 | Unknown | 6 | 6 | 112 | 34.14 | 370 | 112.78 | 0 | 0 | https://historicbridges.org/newyork/courtstdam/little_courtstdam59_small.jpg | https://historicbridges.org/newyork/courtstdam/little_arochdam.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/courtstdam/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.152342,-77.609479 | ||||||||||
| 8757 | Smith Street Bridge | Bausch Memorial Bridge | Although somewhat difficult to view and photograph, this is an impressive high level deck truss bridge. The technical description of the main or most noteworthy span of the bridge is a 420 ft (128.02 m) metal cantilever rivet-connected Warren deck truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. | 43.165865 | -77.620258 | Smith Street and Bausch Street | Genesee River | Rochester | Monroe County, New York | New York | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 0 | Cantilever | 3 | Metal | Deck | Girder | Fixed | 0 | 2 | 1930 | 1978 | Phoenix Bridge Company of Phoenixville, Pennsylvania | 6 | 7 | 420 | 128.02 | 916 | 279.2 | 58 | 17.68 | https://historicbridges.org/newyork/bauschsmithsts/little_bauschsmithsts40c_small.jpg | https://historicbridges.org/newyork/bauschsmithsts/little_bauschsmithsts40c.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/bauschsmithsts/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.165865,-77.620258 | ||||||||
| 8758 | Lancaster Avenue Bridge | This very long deck truss is also noted for its monumental Art Deco details, and is noted for its outstanding lack of alteration. The technical description of the main or most noteworthy span of the bridge is a 133 ft (40.54 m) metal continuous rivet-connected Warren deck truss, fixed. The bridge was primarily built by Russ Mitchell Inc. of Houston, Texas. The bridge was primarily designed by Texas Highway Department, Julian Monthomery. | 32.746918 | -97.349214 | Lancaster Avenue | Clear Fork Trinity River and Various Streets and Railroad | Fort Worth | Tarrant County, Texas | Texas | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 8 | Continuous | 21 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 27 | 1938 | 2010 | Russ Mitchell Inc. of Houston, Texas | Texas Highway Department, Julian Monthomery | 8 | 9 | 133 | 40.54 | 2976 | 907.08 | 40 | 12.19 | https://historicbridges.org/texas/lancaster/little_dsc02163_small.jpg | https://historicbridges.org/texas/lancaster/little_dsc02319.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/lancaster/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.746918,-97.349214 | |||||||||
| 8759 | Henderson Street Bridge | Royal Street Bridge | This beautiful concrete arch bridge is complimented by a long series of approach spans, and is noted for its lack of alteration and association with a notable engineer. The technical description of the main or most noteworthy span of the bridge is a 124 ft (37.8 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Frank Parrott of Dallas, Texas. The bridge was primarily designed by Ira G. Hedrick of Hot Springs, Arkansas and C. Milo Thelin. | 32.758033 | -97.342218 | TX-199 (Henderson Street) | Clear Fork Trinity River | Fort Worth | Tarrant County, Texas | Texas | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 1 | Concrete | Curved | T-Beam | Fixed | 0 | 14 | 1930 | 0 | Frank Parrott of Dallas, Texas | Ira G. Hedrick of Hot Springs, Arkansas and C. Milo Thelin | 7 | 7 | 124 | 37.8 | 796 | 242.62 | 56 | 17.07 | https://historicbridges.org/texas/henderson/little_dsc02019_small.jpg | https://historicbridges.org/texas/henderson/little_dsc02019.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/henderson/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.758033,-97.342218 | |||||||||
| 8760 | Ford Street Bridge | Bridge E-156, Clarissa Street Bridge | This multi-span pony truss with impressive decorative columns was widened, turning the trusses into non-structural elements, but the bridge remains an attractive landmark. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Seneca Engineering Company of Montour Falls, New York. | 43.142083 | -77.615075 | Ford Street | Genesee River | Rochester | Monroe County, New York | New York | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 8 | 3 | Metal | Through | Girder | Fixed | 0 | 1 | 1917 | 2001 | Seneca Engineering Company of Montour Falls, New York | 7 | 7 | 125 | 38.1 | 459 | 139.9 | 50 | 15.24 | https://historicbridges.org/newyork/ford-clarissa/little_fordstreet77_small.jpg | https://historicbridges.org/newyork/ford-clarissa/little_fordstreet77.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ford-clarissa/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.142083,-77.615075 | |||||||||
| 8761 | Post Creek Private Bridge | Dobby Drive Bridge | This bridge, noted for its v-laced end posts, has the unusual distinction of its portal bracing broken and dangling at one end! The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on a private drive. | 42.194453 | -77.005760 | Dobby Drive | Post Creek | Rural | Steuben County, New York | New York | United States | This bridge is on a private drive. | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 110 | 33.53 | 110 | 33.53 | 0 | 0 | https://historicbridges.org/newyork/ferenbaugh/little_fossil2_small.jpg | https://historicbridges.org/newyork/ferenbaugh/little_fossil2.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ferenbaugh/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.194453,-77.005760 | ||||||||||||
| 8762 | Rochester Erie Canal Railroad Bridge | Bridge E-162 | This is a short but extremely wide railroad deck truss with five truss lines crossing the historic Erie Canal. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 43.139716 | -77.665465 | Railroad (Rochester Southern) | Erie Canal (New York State Barge Canal) | Rochester | Monroe County, New York | New York | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 10 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/gwovercanal/little_achilirail_small.jpg | https://historicbridges.org/newyork/gwovercanal/little_achilirail.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/gwovercanal/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.139716,-77.665465 | |||||||||||||
| 8763 | Cayadutta Creek Railroad Bridge | This deck truss with uncommon, fishbelly design has been abandoned. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 42.958426 | -74.393438 | Railroad (Abandoned Fonda, Johnstown and Gloversville) | Cayadutta Creek and NY-334 | Fonda | Montgomery County, New York | New York | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 8 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/fjgrailroad/little_fjg2_small.jpg | https://historicbridges.org/newyork/fjgrailroad/little_fjg2.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/fjgrailroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.958426,-74.393438 | ||||||||||||||
| 8764 | Athens Road Spencer Drain Bridge | This small bridge is a reminder of this county road's trunkline past. The technical description of the main or most noteworthy span of the bridge is a 29 ft (8.84 m) concrete t-beam, fixed. The bridge was primarily built by Raff and Dexter of Lansing, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 42.060303 | -85.235169 | Athens Road (Old M-78) | Spencer Drain | Rural | Branch County, Michigan | Michigan | United States | Concrete | T-Beam | Fixed | 0 | 1 | 0 | 0 | 1954 | 0 | Raff and Dexter of Lansing, Michigan | Michigan State Highway Department | 1 | 1 | 29 | 8.84 | 30 | 9.14 | 28 | 8.53 | https://historicbridges.org/michigan/athensrd1/little_20220121_091329_small.jpg | https://historicbridges.org/michigan/athensrd1/little_20220121_091329.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/athensrd1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.060303,-85.235169 | ||||||||||||||||
| 8765 | Athens Road Bridge | This small bridge is a reminder of this county road's trunkline past. The technical description of the main or most noteworthy span of the bridge is a 38.7 ft (11.8 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 42.033778 | -85.234826 | Athens Road (Old M-78) | St. Joseph River Overflow Channel | Rural | Branch County, Michigan | Michigan | United States | Concrete | T-Beam | Fixed | 0 | 1 | 0 | 0 | 1953 | 0 | Unknown | Michigan State Highway Department | 1 | 1 | 38.7 | 11.8 | 40 | 12.19 | 28 | 8.53 | https://historicbridges.org/michigan/athensrd2/little_20220121_093158_small.jpg | https://historicbridges.org/michigan/athensrd2/little_20220121_093158.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/athensrd2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.033778,-85.234826 | ||||||||||||||||
| 8766 | Fawn River Road Bridge | This steel stringer bridge with R4 railing is an increasingly rare example of such a bridge that has not been altered by the addition of Armco guardrail. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Carl Goodwin and Sons of Allegan, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 41.780527 | -85.583189 | Fawn River Road (CR-132) | Fawn River | Rural | St. Joseph County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | 1954 | 0 | Carl Goodwin and Sons of Allegan, Michigan | Michigan State Highway Department | 2 | 4 | 40 | 12.19 | 80 | 24.38 | 23 | 7.01 | https://historicbridges.org/michigan/fawnriverroad/little_jasonholloway-20220311_170317_small.jpg | https://historicbridges.org/michigan/fawnriverroad/little_jasonholloway-20220311_170317.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/fawnriverroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.780527,-85.583189 | ||||||||||||||||
| 8767 | West Street Bridge | Sanford Avenue Pedestrian Bridge | This is a very early surviving example of a welded truss bridge, and it was relocated and preserved for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 88 ft (26.82 m) metal welded Parker pony truss, fixed. The bridge was primarily built by Unknown. | 42.535097 | -78.422487 | Sanford Avenue (Pedestrian Walkway) | Cattaraugus Creek | Arcade | Wyoming County, New York | New York | United States | Metal | Parker | Welded | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 1937 | 2012 | Unknown | 6 | 7 | 88 | 26.82 | 93 | 28.35 | 20 | 6.1 | https://historicbridges.org/newyork/weststarcade/little_weststnewlocation12_small.jpg | https://historicbridges.org/newyork/weststarcade/little_weststnewlocation12.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/weststarcade/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.535097,-78.422487 | |||||||||||||
| 8768 | Division Street Bridge | Bridge E-117 | This classic Erie Canal through truss bridge is a beautiful structure that contributes to the history of the Palmyra area. The technical description of the main or most noteworthy span of the bridge is a 148 ft (45.11 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Owego Bridge Company of Owego, New York. | 43.067350 | -77.229474 | Division Street | Erie Canal (New York State Barge Canal) | Palmyra | Wayne County, New York | New York | United States | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1913 | 1986 | Owego Bridge Company of Owego, New York | 7 | 6 | 148 | 45.11 | 151 | 46.02 | 18 | 5.49 | https://historicbridges.org/newyork/divisionstreet/little_marc-divst26_small.jpg | https://historicbridges.org/newyork/divisionstreet/little_marc-divst26.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/divisionstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.067350,-77.229474 | |||||||||||||
| 8769 | Palmyra-Marion Road Bridge | Bridge E-116 | This is a late example of a through truss in the state, and stands out from the older truss bridges over the Erie Canal. The technical description of the main or most noteworthy span of the bridge is a 230 ft (70.1 m) metal bolt-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by New York State Department of Public Works. | 43.064865 | -77.220279 | Palmyra-Marion Road (NY-21) | Erie Canal (New York State Barge Canal) | Palmyra | Wayne County, New York | New York | United States | Metal | Polygonal Warren | Bolt-Connected | Through | Truss | Fixed | 10 | 1 | 0 | 2 | 1961 | 0 | Unknown | New York State Department of Public Works | 5 | 4 | 230 | 70.1 | 330 | 100.58 | 28 | 8.53 | https://historicbridges.org/newyork/palmyra-marionrd/little_marc-palmyra31_small.jpg | https://historicbridges.org/newyork/palmyra-marionrd/little_marc-palmyra31.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/palmyra-marionrd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.064865,-77.220279 | ||||||||||||
| 8770 | Bridge E-40 | This railroad bridge is noted for its skew, Baltimore truss configuration, and its three truss line arrangement. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Unknown. | 43.072758 | -75.112912 | Railroad (CSX) | Erie Canal (New York State Barge Canal) | Rural | Herkimer County, New York | New York | United States | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1913 | 0 | Unknown | 7 | 7 | 130 | 39.62 | 145 | 44.2 | 52.6 | 16.03 | https://historicbridges.org/newyork/locknoe-19/little_marcscotti6_small.jpg | https://historicbridges.org/newyork/locknoe-19/little_marcscotti6.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/locknoe-19/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.072758,-75.112912 | ||||||||||||||
| 8771 | Camp Sam Wood Bridge | Scout Camp Bridge | This classic Wrought Iron Bridge Company pony truss is hidden within this scout camp. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 42.531801 | -78.125967 | Camp Sam Wood Road | Wiscoy Creek | Rural | Wyoming County, New York | New York | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Wrought Iron Bridge Company of Canton, Ohio | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/scoutscamp/little_scoutsbridge39_small.jpg | https://historicbridges.org/newyork/scoutscamp/little_scoutsbridge39.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/scoutscamp/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.531801,-78.125967 | |||||||||||||
| 8773 | William Street Bridge | Little Falls Bridge | This abandoned bridge is an extremely rare highway example of a lattice through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 190 ft (57.91 m) metal rivet-connected Lattice (Quadruple Warren) through truss, fixed. The bridge was primarily built by Unknown. | 43.040814 | -74.854110 | William Street | Mohawk River North Channel | Little Falls | Herkimer County, New York | New York | United States | Metal | Lattice (Quadruple Warren) | Rivet-Connected | Through | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 8 | 9 | 190 | 57.91 | 190 | 57.91 | 0 | 0 | https://historicbridges.org/newyork/littlefallslattice/little_burroughspaper1_small.jpg | https://historicbridges.org/newyork/littlefallslattice/little_burroughspaper1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/littlefallslattice/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.040814,-74.854110 | |||||||||||||
| 8775 | River Road Bridge | This is an early example of a pre-stressed concrete bridge in Michigan of decent size, and retaining original railings. The technical description of the main or most noteworthy span of the bridge is a 32.5 ft (9.91 m) pre-stressed concrete Adjacent box beam, fixed. The bridge was primarily built by Clark Construction Company. The bridge was primarily designed by Michigan State Highway Department. | 42.009737 | -85.040184 | River Road | Coldwater River | Rural | Branch County, Michigan | Michigan | United States | Pre-Stressed Concrete | Adjacent | Box Beam | Fixed | 0 | 3 | 0 | 0 | 1957 | 0 | Clark Construction Company | Michigan State Highway Department | 1 | 3 | 32.5 | 9.91 | 100.7 | 30.69 | 25 | 7.62 | https://historicbridges.org/michigan/riverroadcoldwater/little_jasonholloway-20220310_182428_small.jpg | https://historicbridges.org/michigan/riverroadcoldwater/little_jasonholloway-20220310_182428.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/riverroadcoldwater/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.009737,-85.040184 | |||||||||||||||
| 8776 | Boonville Bailey Truss Bridge | This is an older Bailey truss of historic age, located near a historic Whipple arch bridge. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal single-truss, single-story Bailey pony truss, fixed. The bridge was primarily built by Unknown. | 43.478729 | -75.324458 | Pedestrian Walkway | Unnamed Waterway | Boonville | Oneida County, New York | New York | United States | Metal | Bailey | Single-Truss, Single-Story | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 70 | 21.34 | 70 | 21.34 | 0 | 0 | https://historicbridges.org/newyork/blackrivercanalbailey/little_boonvillebailey10_small.jpg | https://historicbridges.org/newyork/blackrivercanalbailey/little_boonvillebailey10.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/blackrivercanalbailey/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.478729,-75.324458 | ||||||||||||||
| 8777 | Little Tonawanda Creek Railroad Bridge | This is a concrete arch railroad bridge, evidence of this line's former ownership, a company that liked to build concrete arch bridges. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 42.927757 | -78.191538 | Railroad (Groveland Secondary Rail-Trail, former Delaware, Lackawanna, and Western) | Little Tonawanda Creek | Rural | Genesee County, New York | New York | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1927 | 0 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/dlwarch/little_marc-dlwarch1_small.jpg | https://historicbridges.org/newyork/dlwarch/little_marc-dlwarch1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/dlwarch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.927757,-78.191538 | |||||||||||||||
| 8778 | NY-26 Willet Creek Bridge | This small concrete arch bridge with stone faced railings is notable as a product of Depression era relief programs. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 42.468605 | -75.911895 | NY-26 | Willet Creek | Willet | Cortland County, New York | New York | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1935 | 1959 | Unknown | 3 | 5 | 30 | 9.14 | 47 | 14.33 | 24 | 7.32 | https://historicbridges.org/newyork/willettcreek/little_willettwpa3_small.jpg | https://historicbridges.org/newyork/willettcreek/little_willettwpa3.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/willettcreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.468605,-75.911895 | |||||||||||||||
| 8779 | Sickmiller Road Bridge | Sullivan County Bridge 279 | If the 1850 construction date given is accurate, this is a very old stone arch bridge in New York State. The technical description of the main or most noteworthy span of the bridge is a 22 ft (6.71 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 41.764878 | -74.942258 | Sickmiller Road | East Branch Callicoon Creek | Rural | Sullivan County, New York | New York | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1850 | 0 | Unknown | 7 | 7 | 22 | 6.71 | 54 | 16.46 | 12 | 3.66 | https://historicbridges.org/newyork/sullivan279/little_sickmillerrd19_small.jpg | https://historicbridges.org/newyork/sullivan279/little_sickmillerrd19.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/sullivan279/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.764878,-74.942258 | ||||||||||||||
| 8780 | Millville Bridge | This tiny stone arch bridge is abandoned in a tiny old ghost town of sorts, and the history and original use of this bridge is unknown. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 43.207569 | -78.325399 | Abandoned Private Drive | Fish Creek Tributary | Millville | Orleans County, New York | New York | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/millvillearch/little_marc-millville6_small.jpg | https://historicbridges.org/newyork/millvillearch/little_marc-millville6.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/millvillearch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.207569,-78.325399 | |||||||||||||||
| 8781 | ! | School Street Bridge | This stone arch bridge bears the logo of the Masons on its plaque, and is noted for its slightly elliptical arch. The technical description of the main or most noteworthy span of the bridge is a 19.7 ft (6 m) stone Elliptical deck arch, fixed. The bridge was primarily built by E. Pullman. | 43.201522 | -77.024783 | School Street | Salmon Creek | Rural | Wayne County, New York | New York | United States | Stone | Elliptical | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1899 | 0 | E. Pullman | 5 | 6 | 19.7 | 6 | 22 | 6.71 | 20.7 | 6.31 | https://historicbridges.org/newyork/masonsarch/little_marc-masonswork9_small.jpg | https://historicbridges.org/newyork/masonsarch/little_marc-masonswork9.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/masonsarch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.201522,-77.024783 | ||||||||||||||
| 8782 | Brockport Main Street Railroad Overpass | This traditionally composed plate girder overpass bridge is noted as an early documented bridge built by the McClintic-Marshall Company which became a very large company. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal through girder, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. | 43.210491 | -77.940042 | Railroad (New York Central, Falls Road Branch) | Main Street (NY-19) | Brockport | Monroe County, New York | New York | United States | Metal | Through | Girder | Fixed | 0 | 3 | 0 | 0 | 1904 | 0 | McClintic-Marshall Company of Pittsburgh, Pennsylvania | 2 | 3 | 40 | 12.19 | 76 | 23.16 | 27 | 8.23 | https://historicbridges.org/newyork/fallsroad-mainst/little_bkpt7_small.jpg | https://historicbridges.org/newyork/fallsroad-mainst/little_bkpt7.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/fallsroad-mainst/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.210491,-77.940042 | ||||||||||||||||
| 8783 | ! | Fayle Road Bridge | This bridge in the middle of nowhere is an extremely rare example of a little-known in-state builder. The technical description of the main or most noteworthy span of the bridge is a 71 ft (21.64 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Havana Bridge Works of Montour Falls, New York and Elmira, New York. | 43.399173 | -74.764357 | Fayle Road | South Branch West Canada Creek | Rural | Hamilton County, New York | New York | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1912 | 2008 | Havana Bridge Works of Montour Falls, New York and Elmira, New York | 7 | 8 | 71 | 21.64 | 72 | 21.95 | 10.8 | 3.29 | https://historicbridges.org/newyork/faylerd/little_faylerd10_small.jpg | https://historicbridges.org/newyork/faylerd/little_faylerd10.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/faylerd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.399173,-74.764357 | |||||||||||||
| 8784 | North Grand Island Bridges | Smaller than the bridges at the south end of the island, these bridges are part of the same projects, and one of these two bridges was built in 1935 and the other in 1963, and are nearly identical. The technical description of the main or most noteworthy span of the bridge is a 500 ft (152.4 m) metal cantilever rivet-connected Warren deck truss, fixed. The bridge was primarily built by Taylor-Fichter Steel Construction Company of New York, New York. The bridge was primarily designed by Waddell and Hardesty of New York, New York. | 43.068687 | -78.990749 | I-190 | Niagara River (North Channel) | Grand Island | Erie County, New York | New York | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 0 | Cantilever | 11 | Metal | Deck | Girder | Fixed | 0 | 5 | 1935 | 1990 | Taylor-Fichter Steel Construction Company of New York, New York | Waddell and Hardesty of New York, New York | 8 | 8 | 500 | 152.4 | 4048 | 1233.83 | 25 | 7.62 | https://historicbridges.org/newyork/ngrandisland/little_lasalle39_small.jpg | https://historicbridges.org/newyork/ngrandisland/little_lasalle39.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ngrandisland/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.068687,-78.990749 | ||||||||
| 8785 | Dix Bridge | Clark's Mills Bridge | This extremely rare bridge was saved from demolition and instead preserved in place for pedestrian use, an outstanding reuse of a bridge like this. The technical description of the main or most noteworthy span of the bridge is a 144 ft (43.89 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by R. F. Hawkins Iron Works of Springfield, Massachusetts. | 43.116827 | -73.575798 | Dix Bridge Road (Pedestrian Walkway) | Hudson River | Clarks Mills and Schuylerville | Washington County, New York and Saratoga County, New York | New York | United States | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 9 | 3 | 0 | 0 | 1895 | 2013 | R. F. Hawkins Iron Works of Springfield, Massachusetts | 8 | 9 | 144 | 43.89 | 426 | 129.84 | 15.4 | 4.69 | https://historicbridges.org/newyork/dixbridge/little_dixbr29_small.jpg | https://historicbridges.org/newyork/dixbridge/little_dixbr65.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/dixbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.116827,-73.575798 | |||||||||||||
| 8786 | Dam E-9 | This unique structure is a special type of dam found on the Erie Canal known as a Mohawk Dam or Bridge Dam. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by Acme Engineering and Contracting Company. The bridge was primarily designed by David A. Watt. | 42.918036 | -74.446532 | Dam Bridge | Mohawk River and Erie Canal (New York State Barge Canal) | Randall | Montgomery County, New York | New York | United States | Metal | Pennsylvania | Rivet-Connected | Through | Truss | Fixed | 13 | 2 | 0 | 0 | 1914 | 0 | Acme Engineering and Contracting Company | David A. Watt | 9 | 8 | 180 | 54.86 | 360 | 109.73 | 0 | 0 | https://historicbridges.org/newyork/mohawkdamatlocke-13/little_lock133_small.jpg | https://historicbridges.org/newyork/mohawkdamatlocke-13/little_lock133.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/mohawkdamatlocke-13/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.918036,-74.446532 | |||||||||||||
| 8787 | Fork Shop Road Bridge | This bridge is a good example of a product of the Groton Bridge Company, displaying details found on bridges built from perhaps the 1885 to 1895 time frame. The technical description of the main or most noteworthy span of the bridge is a 52.8 ft (16.09 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. | 42.701884 | -74.975569 | Fork Shop Road | Oaks Creek | Rural | Otsego County, New York | New York | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Groton Bridge Company of Groton, New York | 6 | 7 | 52.8 | 16.09 | 54 | 16.46 | 11.2 | 3.41 | https://historicbridges.org/newyork/flycreek/little_flycreekfossilstrengthened38_small.jpg | https://historicbridges.org/newyork/flycreek/little_flycreekfossilstrengthened38.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/flycreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.701884,-74.975569 | ||||||||||||||
| 8788 | Frazier Bridge | This stone arch bridge is unique due to its ornate metal railings, since metal railings are rarely found on American stone arch bridges. The technical description of the main or most noteworthy span of the bridge is a 25 ft (7.62 m) stone Segmental deck arch, fixed. The bridge was primarily built by Alex Lee. The bridge was primarily designed by D. M. Arnold. | 43.850289 | -73.422089 | Frazier Bridge Drive (Champlain Avenue) | LaChute River | Ticonderoga | Essex County, New York | New York | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1894 | 0 | Alex Lee | D. M. Arnold | 6 | 7 | 25 | 7.62 | 50 | 15.24 | 23 | 7.01 | https://historicbridges.org/newyork/fallsofthelachute/little_frazierbr--intlpaper25_small.jpg | https://historicbridges.org/newyork/fallsofthelachute/little_frazierbr--intlpaper25.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/fallsofthelachute/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.850289,-73.422089 | ||||||||||||||
| 8789 | Clinton Street Railroad Overpass | This plate girder overpass is noted as being built by a little-known bridge company. The technical description of the main or most noteworthy span of the bridge is a 25 ft (7.62 m) metal through girder, fixed. The bridge was primarily built by Russel Wheel and Foundry Company of Detroit, Michigan. | 42.879131 | -78.838378 | Railroad (CSX) (Former New York Central) | Clinton Street (NY-354) | Buffalo | Erie County, New York | New York | United States | Metal | Through | Girder | Fixed | 0 | 3 | 0 | 0 | 1904 | 0 | Russel Wheel and Foundry Company of Detroit, Michigan | 4 | 5 | 25 | 7.62 | 73.2 | 22.31 | 0 | 0 | https://historicbridges.org/newyork/buffclinton/little_rrx-ingelim6_small.jpg | https://historicbridges.org/newyork/buffclinton/little_rrx-ingelim6.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/buffclinton/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.879131,-78.838378 | ||||||||||||||||
| 8791 | Sidney Bridge | This is an excellent example of a state standard pony truss presented in a less-common multi-span configuration. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by New York State Department of Public Works. | 42.317545 | -75.394197 | Main Street | Susquehanna River | Sidney | Delaware County, New York and Otsego County, New York | New York | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 8 | 3 | 0 | 0 | 1936 | 1979 | American Bridge Company of New York, New York | New York State Department of Public Works | 5 | 6 | 125 | 38.1 | 385 | 117.35 | 30 | 9.14 | https://historicbridges.org/newyork/sidney/little_sidney78_small.jpg | https://historicbridges.org/newyork/sidney/little_sidney78.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/sidney/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.317545,-75.394197 | |||||||||||||
| 8793 | Beer's Bridge | This is a classic example of a pony truss built by the Groton Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 53 ft (16.15 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. Special note about bridge location: This bridge is on a private road, but is right next to a public road. | 44.169770 | -73.782213 | Beers Bridge Way | East Branch Ausable River | Rural | Essex County, New York | New York | United States | This bridge is on a private road, but is right next to a public road. | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Groton Bridge Company of Groton, New York | 6 | 7 | 53 | 16.15 | 53 | 16.15 | 12 | 3.66 | https://historicbridges.org/newyork/beersbridge/little_beersbridge3_small.jpg | https://historicbridges.org/newyork/beersbridge/little_beersbridge3.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/beersbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.169770,-73.782213 | |||||||||||||
| 8794 | Wood Road Bridge | County Bridge Number 39 | This bridge is notable as a documented example of a bridge builder for which no other known bridges exist. The technical description of the main or most noteworthy span of the bridge is a 51.8 ft (15.79 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Montour Steel Company of Montour Falls, New York. | 41.626451 | -76.274299 | Wood Road | Foster Branch Sugar Run | Rural | Bradford County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1907 | 1990 | Montour Steel Company of Montour Falls, New York | 6 | 7 | 51.8 | 15.79 | 56 | 17.07 | 13.5 | 4.11 | https://historicbridges.org/pennsylvania/fosterbranch/little_1only6_small.jpg | https://historicbridges.org/pennsylvania/fosterbranch/little_1only6.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/fosterbranch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.626451,-76.274299 | |||||||||||||
| 8796 | Bricker Road Bridge | St. Clair County was one of a few Michigan counties that used this unusual picket railing on a number of its bridges for a time. The technical description of the main or most noteworthy span of the bridge is a 56.8 ft (17.31 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 43.054414 | -82.734713 | Bricker Road | Mill Creek | Rural | St. Clair County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1940 | 0 | Unknown | 1 | 2 | 56.8 | 17.31 | 61 | 18.59 | 24 | 7.32 | https://historicbridges.org/michigan/bricker/little_apr22_bricker_20220402_140333_small.jpg | https://historicbridges.org/michigan/bricker/little_apr22_bricker_20220402_140333.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/bricker/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.054414,-82.734713 | |||||||||||||||||
| 8797 | Richfield County Park Footbridge | This suspension footbridge with stone faced concrete towers is significant as an unusual design, and for its association with Depression-era relief programs. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal wire cable suspension, fixed. The bridge was primarily built by Unknown. | 43.105169 | -83.530700 | Pedestrian Walkway | Flint River | Rural | Genesee County, Michigan | Michigan | United States | Metal | Wire Cable | Suspension | Fixed | 0 | 1 | 0 | 0 | 1938 | 0 | Unknown | 5 | 7 | 90 | 27.43 | 90 | 27.43 | 0 | 0 | https://historicbridges.org/michigan/richfieldfoot/little_apr22_richfieldfoot_20220402_164351_small.jpg | https://historicbridges.org/michigan/richfieldfoot/little_apr22_richfieldfoot_20220402_164351.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/richfieldfoot/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.105169,-83.530700 | ||||||||||||||||
| 8798 | ! | Richfield County Park Abandoned Bridge | This tiny concrete encased steel stringer bridge was faced in stone to make it look like an arch bridge, likely dated to the 1930s, and is today partially collapsed on a long-abandoned park road alignment. The technical description of the main or most noteworthy span of the bridge is a metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 43.101140 | -83.534288 | Abandoned Park Drive | Zufelt Drain | Rural | Genesee County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/richfieldabandon/little_apr22_richfieldabandon_20220402_165332_small.jpg | https://historicbridges.org/michigan/richfieldabandon/little_apr22_richfieldabandon_20220402_165332.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/richfieldabandon/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.101140,-83.534288 | ||||||||||||||||
| 8799 | Bitz Road Bridge | Stony Creek Road Abandoned Bridge | Located on abandoned alignment, this small corrugated plate bridge may date to the 1930s or 1940s, when this bridge type was most common. The technical description of the main or most noteworthy span of the bridge is a corrugated multi-plate deck arch, fixed. The bridge was primarily built by Unknown. | 42.049015 | -83.519611 | Bitz Road (Abandoned Section) | Herkimer Drain | Rural | Monroe County, Michigan | Michigan | United States | Corrugated Multi-Plate | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 1 | 1 | 0 | 0 | 20 | 6.1 | 0 | 0 | https://historicbridges.org/michigan/herkimerdrain/little_img_7905_small.jpg | https://historicbridges.org/michigan/herkimerdrain/little_img_7905.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/herkimerdrain/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.049015,-83.519611 | |||||||||||||||
| 8800 | Stony Creek Tributary Private Bridge | This footbridge uses lattice railings that were likely salvaged and reused from a former highway or driveway steel stringer bridge. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on private property. | 42.084124 | -83.595861 | Pedestrian Walkway (Private) | Stony Creek Tributary | Rural | Monroe County, Michigan | Michigan | United States | This bridge is on private property. | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 1 | 2 | 20 | 6.1 | 33 | 10.06 | 0 | 0 | https://historicbridges.org/michigan/milanoakvilleprivate/little_img_7832_small.jpg | https://historicbridges.org/michigan/milanoakvilleprivate/little_img_7832.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/milanoakvilleprivate/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.084124,-83.595861 | ||||||||||||||||
| 8801 | Ruhle Road Bridge | Cemetery Road Bridge | The tragic loss of a historic 1870s stone arch bridge to collapse was addressed in the nicest way possible, by replacing it with a relocated historic lenticular truss bridge! The technical description of the main or most noteworthy span of the bridge is a 47 ft (14.33 m) metal pin-connected Lenticular pony truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. | 42.958442 | -73.816756 | Ruhle Road | Ballston Creek | Rural | Saratoga County, New York | New York | United States | Metal | Lenticular | Pin-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1888 | 2001 | Berlin Iron Bridge Company of East Berlin, Connecticut | 9 | 9 | 47 | 14.33 | 51.5 | 15.7 | 11.2 | 3.41 | https://historicbridges.org/newyork/ruhlereplacement/little_ruhlerd--new38_small.jpg | https://historicbridges.org/newyork/ruhlereplacement/little_ruhlerd--new38.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ruhlereplacement/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.958442,-73.816756 | |||||||||||||
| 8802 | Mathers Mill Road Bridge | This outstanding example of a Groton Bridge Company through truss featuring one of the company's ornate plaque designs has been preserved in place for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. | 43.794600 | -76.107032 | Mathers Mill Road | Sandy Creek | Rural | Jefferson County, New York | New York | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1894 | 0 | Groton Bridge Company of Groton, New York | 7 | 8 | 110 | 33.53 | 114 | 34.75 | 15.7 | 4.79 | https://historicbridges.org/newyork/mathersmill/little_mathersmill3_small.jpg | https://historicbridges.org/newyork/mathersmill/little_mathersmill3.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/mathersmill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.794600,-76.107032 | ||||||||||||||
| 8803 | I-75 CN Railroad Overpass | US-23 CN Railroad Overpass | This attractive and unaltered railroad overpass bridge with R4 railing is difficult to photograph since it is located in the middle of an interchange. The technical description of the main or most noteworthy span of the bridge is a 56 ft (17.07 m) metal deck girder, fixed. The bridge was primarily built by Louis Garavaglia of Warren, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 42.982368 | -83.730878 | Railroad (Canadian National) | I-75 and US-23 | Flint | Genesee County, Michigan | Michigan | Metal | Deck | Girder | Fixed | 0 | 2 | 0 | 0 | 1952 | 0 | Louis Garavaglia of Warren, Michigan | Michigan State Highway Department | 3 | 4 | 56 | 17.07 | 112 | 34.14 | 0 | 0 | https://historicbridges.org/michigan/i75flintrr/little_i75flintrr_brg_6248_49_50vib_small.jpg | https://historicbridges.org/michigan/i75flintrr/little_i75flintrr_brg_6248_49_50vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/i75flintrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.982368,-83.730878 | |||||||||||||||
| 8804 | Continental Avenue Viaduct | Ronald Kirk Bridge, Lamar-McKinney Street Viaduct, West Dallas Gateway | This is one of several bridges built in Dallas to accommodate a realignment of the river, with unusual design noted for its cantilever stringer spans and extremely long t-beam approach spans. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal cantilever stringer (multi-beam), fixed. The bridge was primarily built by L. H. Lacy Company of Dallas, Texas. The bridge was primarily designed by Francis Dey Hughes of Dallas, Texas. | 32.780807 | -96.822891 | Pedestrian Walkway (Former Continental Avenue Alignment) | Trinity River | Dallas | Dallas County, Texas | Texas | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | Cantilever | 3 | Concrete | T-Beam | Fixed | 0 | 41 | 1930 | 0 | L. H. Lacy Company of Dallas, Texas | Francis Dey Hughes of Dallas, Texas | 7 | 7 | 120 | 36.58 | 2120 | 646.18 | 39.4 | 12.01 | https://historicbridges.org/texas/continentalavenue/little_continentalavenue04181_small.jpg | https://historicbridges.org/texas/continentalavenue/little_continentalavenue04181.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/continentalavenue/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.780807,-96.822891 | |||||||||||
| 8805 | Commerce Street Bridge | This is one of several bridges built in Dallas to accommodate a realignment of the river, with unusual design noted for its cantilever stringer spans and extremely long t-beam approach spans. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal cantilever stringer (multi-beam), fixed. The bridge was primarily built by Austin Bridge Company of Dallas, Texas. The bridge was primarily designed by Francis Dey Hughes of Dallas, Texas. | 32.775379 | -96.820208 | Commerce Street | Trinity River | Dallas | Dallas County, Texas | Texas | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | Cantilever | 3 | Concrete | T-Beam | Fixed | 0 | 33 | 1930 | 0 | Austin Bridge Company of Dallas, Texas | Francis Dey Hughes of Dallas, Texas | 7 | 7 | 120 | 36.58 | 1969 | 600.15 | 60 | 18.29 | https://historicbridges.org/texas/commerce/little_commerce05243_small.jpg | https://historicbridges.org/texas/commerce/little_commerce05243.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/commerce/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.775379,-96.820208 | ||||||||||||
| 8806 | Delhi Railway Bridge | This is a shockingly large bridge for such a small creek, equally shocking is how thoroughly buried this bridge is, making photography extremely difficult. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. | 42.848081 | -80.506940 | Railroad (GIO Rail, Trillium Railway) (Former St. Thomas and Eastern Railway) | Big Creek | Delhi | Norfolk County, Ontario | Ontario | Canada | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 6 | 3 | Metal | Deck | Girder | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 1060 | 323.09 | 0 | 0 | https://historicbridges.org/ontario/delhirail/little_delhirail_img_20220417_140024_small.jpg | https://historicbridges.org/ontario/delhirail/little_delhirail_img_20220417_140024.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/delhirail/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.848081,-80.506940 | |||||||||||
| 8807 | Tillsonburg Railway Bridge South | This impressive deck truss bridge soars over the river valley and a walking trail underneath allows people to visit the bridge. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. | 42.845378 | -80.731665 | Railroad (Canadian National) | Big Otter Creek | Tillsonburg | Oxford County, Ontario | Ontario | Canada | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 6 | 2 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 130 | 39.62 | 1254 | 382.22 | 0 | 0 | https://historicbridges.org/ontario/tilsonburg1/little_tilsonburg1_img_20220417_120248_small.jpg | https://historicbridges.org/ontario/tilsonburg1/little_tilsonburg1_img_20220417_120248.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/tilsonburg1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.845378,-80.731665 | ||||||||||||||
| 8808 | Tillsonburg Railway Bridge North | This high level tower and girder style bridge is noted for its unusual caissons and lightweight bents which have eyebar braces reminiscent of older bridges. The technical description of the main or most noteworthy span of the bridge is a 35 ft (10.67 m) metal deck girder, fixed. The bridge was primarily built by Unknown. | 42.866842 | -80.710306 | Railroad (Canadian National) | Big Otter Creek | Tillsonburg | Oxford County, Ontario | Ontario | Canada | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 35 | 10.67 | 755 | 230.12 | 0 | 0 | https://historicbridges.org/ontario/tilsonburg2/little_tilsonburg2_brg_7763_4_5vib_small.jpg | https://historicbridges.org/ontario/tilsonburg2/little_tilsonburg2_brg_7763_4_5vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/tilsonburg2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.866842,-80.710306 | ||||||||||||||||
| 8808 | Waterworks Road Driveway Bridge | This small riveted plate girder bridge appears to be an relocated and reused railway bridge. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal through girder, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on a private road, but is right next to a public road. | 43.022577 | -82.252658 | Private Drive | Stoney Creek | Sarnia | Lambton County, Ontario | Ontario | Canada | This bridge is on a private road, but is right next to a public road. | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 3 | 4 | 60 | 18.29 | 63 | 19.2 | 0 | 0 | https://historicbridges.org/ontario/waterworks/little_waterworks_brg_8630_small.jpg | https://historicbridges.org/ontario/waterworks/little_waterworks_brg_8630.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/waterworks/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.022577,-82.252658 | |||||||||||||||
| 8809 | Fingal Line Bridge | This two span bridge is noted for its asymmetrical spans. The technical description of the main or most noteworthy span of the bridge is a concrete continuous rigid-frame, fixed. The bridge was primarily built by Unknown. | 42.777913 | -81.213852 | Fingal Line (CR-16) | Kettle Creek | St. Thomas | Elgin County, Ontario | Ontario | Canada | Concrete | Rigid-Frame | Fixed | 0 | Continuous | 2 | 0 | 0 | 0 | 0 | Unknown | 1 | 2 | 0 | 0 | 158 | 48.16 | 0 | 0 | https://historicbridges.org/ontario/fingalline/little_fingalline_brg_7454_small.jpg | https://historicbridges.org/ontario/fingalline/little_fingalline_brg_7454.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/fingalline/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.777913,-81.213852 | ||||||||||||||||
| 8810 | Riverside Railroad Bridge | This deck truss railroad bridge with approach spans is an unexpected find, as it crosses a small river that would not normally be expected to have a bridge of this type. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Detroit Bridge and Iron Works of Detroit, Michigan. | 42.184248 | -86.371989 | Railroad (CSX, Grand Rapids Subdivision) | Paw Paw River | Riverside | Berrien County, Michigan | Michigan | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 8 | 1 | Metal | Deck | Girder | 0 | 4 | 1901 | 0 | Detroit Bridge and Iron Works of Detroit, Michigan | 6 | 8 | 80 | 24.38 | 260 | 79.25 | 0 | 0 | https://historicbridges.org/michigan/pawpawtruss/little_zimg_20220423_154640_small.jpg | https://historicbridges.org/michigan/pawpawtruss/little_zimg_20220423_154640.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/pawpawtruss/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.184248,-86.371989 | |||||||||||
| 8811 | ! | M-43 Coldwater River Bridge | Carlton Center Bridge | This bridge is one of the first pre-stressed concrete bridges designed and built by the Michigan State Highway Department. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) pre-stressed concrete Adjacent box beam, fixed. The bridge was primarily built by L. W. Lamb Company of Jackson, Michigan and Lamar Pipe and Tile Company of Grand Rapids, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 42.726564 | -85.255234 | M-43 (Carlton Center Road) | Coldwater River | Rural | Barry County, Michigan | Michigan | United States | Pre-Stressed Concrete | Adjacent | Box Beam | Fixed | 0 | 3 | 0 | 0 | 1956 | 0 | L. W. Lamb Company of Jackson, Michigan and Lamar Pipe and Tile Company of Grand Rapids, Michigan | Michigan State Highway Department | 5 | 7 | 45 | 13.72 | 135 | 41.15 | 30 | 9.14 | https://historicbridges.org/michigan/m43coldwater/little_zimg_20220423_120819_small.jpg | https://historicbridges.org/michigan/m43coldwater/little_zimg_20220423_120819.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m43coldwater/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.726564,-85.255234 | |||||||||||||
| 8812 | Hastings Road Bridge | Although Armco guardrail has been added, this bridge is an example of a curved t-beam overpass with attractive R4 railings. The technical description of the main or most noteworthy span of the bridge is a 71 ft (21.64 m) concrete curved t-beam, fixed. The bridge was primarily built by Walter Toebe Company and Sargent Construction Company. The bridge was primarily designed by Michigan State Highway Department. | 42.879116 | -85.291985 | Hastings Road | I-96 | Rural | Ionia County, Michigan | Michigan | United States | Concrete | Curved | T-Beam | Fixed | 0 | 4 | 0 | 0 | 1959 | 0 | Walter Toebe Company and Sargent Construction Company | Michigan State Highway Department | 2 | 2 | 71 | 21.64 | 240 | 73.15 | 26 | 7.92 | https://historicbridges.org/michigan/hastingsi96/little_zimg_20220423_112732_small.jpg | https://historicbridges.org/michigan/hastingsi96/little_zimg_20220423_112732.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/hastingsi96/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.879116,-85.291985 | |||||||||||||||
| 8813 | L Drive South Bridge | This is an increasingly uncommon example of a small-scale bridge using a railing design unique to Michigan, and matching the architecture of other larger period bridges. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. | 42.159351 | -84.917279 | L Drive South | Nottawa Drain | Rural | Calhoun County, Michigan | Michigan | United States | Concrete | Slab | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 1 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/ldrive/little_zjasonholloway-20220423_192448_small.jpg | https://historicbridges.org/michigan/ldrive/little_zjasonholloway-20220423_192448.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/ldrive/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.159351,-84.917279 | |||||||||||||||||
| 8814 | Arlington Street Railroad Overpass | This is a small, traditional plate girder grade separation, somewhat uncommon in a small city like Bangor. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) metal through girder, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 42.308972 | -86.116498 | Railroad (CSX, Grand Rapids Subdivision) | Arlington Street | Bangor | Van Buren County, Michigan | Michigan | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1916 | 0 | American Bridge Company of New York, New York | 1 | 2 | 45 | 13.72 | 45 | 13.72 | 0 | 0 | https://historicbridges.org/michigan/bangorgirder/little_bangorgirder_0185_small.jpg | https://historicbridges.org/michigan/bangorgirder/little_bangorgirder_0185.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/bangorgirder/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.308972,-86.116498 | ||||||||||||||||
| 8815 | Bangor Railroad Bridge | This is a tiny railroad concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 27 ft (8.23 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 42.309210 | -86.116114 | Railroad (CSX, Grand Rapids Subdivision) | Maple Creek | Bangor | Van Buren County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1915 | 0 | Unknown | 1 | 2 | 27 | 8.23 | 51 | 15.54 | 0 | 0 | https://historicbridges.org/michigan/bangorarch/little_bangorarch_0272_small.jpg | https://historicbridges.org/michigan/bangorarch/little_bangorarch_0272.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/bangorarch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.309210,-86.116114 | |||||||||||||||
| 8817 | Dallas-Oak Cliff Viaduct | Houston Street Viaduct | Not only is this an early surviving example of a concrete arch bridge this is also an extremely long example, making it a major engineering achievement when completed. The technical description of the main or most noteworthy span of the bridge is a 79.5 ft (24.23 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Corrigan, Lee and Halpin of Kansas City, Missouri. The bridge was primarily designed by Hedrick and Cochrane of Kansas City, Missouri. | 32.765296 | -96.812535 | Houston Street and Railroad (Dallas Area Rapid Transit) | Trinity River and Various Roads and Railroads | Dallas | Dallas County, Texas | Texas | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 51 | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 18 | 1911 | 2015 | Corrigan, Lee and Halpin of Kansas City, Missouri | Hedrick and Cochrane of Kansas City, Missouri | 8 | 8 | 79.5 | 24.23 | 5106 | 1556.31 | 25.3 | 7.71 | https://historicbridges.org/texas/houstonviaduct/little_houstonviaduct05432_small.jpg | https://historicbridges.org/texas/houstonviaduct/little_houstonviaduct05432.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/houstonviaduct/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.765296,-96.812535 | ||||||||||
| 8818 | Corinth Street Viaduct | This is one of several bridges built in Dallas to accommodate a realignment of the river, with unusual design noted for its cantilever stringer spans and extremely long t-beam approach spans. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal cantilever stringer (multi-beam), fixed. The bridge was primarily built by Austin Bridge Company of Dallas, Texas. The bridge was primarily designed by Francis Dey Hughes of Dallas, Texas. | 32.755842 | -96.795908 | Corinth Street | Trinity River and Rock Island Street | Dallas | Dallas County, Texas | Texas | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | Cantilever | 3 | Concrete | T-Beam | Fixed | 0 | 64 | 1930 | 2008 | Austin Bridge Company of Dallas, Texas | Francis Dey Hughes of Dallas, Texas | 7 | 7 | 120 | 36.58 | 3300 | 1005.84 | 40 | 12.19 | https://historicbridges.org/texas/corinth/little_corinth05804_small.jpg | https://historicbridges.org/texas/corinth/little_corinth05804.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/corinth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.755842,-96.795908 | ||||||||||||
| 8819 | Euless School Bridge | Grapevine Highway Bridge, Arlington Trinity River Bridge, Old Iron Bridge | This beautiful example of a King Bridge Company through truss has been preserved at this location for pedestrian use, the second time the bridge has moved. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 32.829561 | -97.079942 | Pedestrian Walkway | Unnamed Drain | Euless | Tarrant County, Texas | Texas | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 0 | 1 | 0 | 0 | 1889 | 1975 | King Bridge Company of Cleveland, Ohio | 7 | 7 | 90 | 27.43 | 90 | 27.43 | 0 | 0 | https://historicbridges.org/texas/euless/little_euless05814_small.jpg | https://historicbridges.org/texas/euless/little_euless05814.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/euless/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.829561,-97.079942 | |||||||||||||
| 8820 | Exall Dam Bridge | This pedestrian bridge uses a lightweight double-intersection Warren truss design composed of rolled angles, a lightweight style of truss that is extremely rare. The technical description of the main or most noteworthy span of the bridge is a 44 ft (13.41 m) metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Unknown. | 32.826740 | -96.801418 | Pedestrian Walkway | Exall Lake (Turtle Creek) | Highland Park | Dallas County, Texas | Texas | United States | Metal | Double-Intersection Warren | Rivet-Connected | Pony | Truss | Fixed | 10 | 3 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 44 | 13.41 | 132 | 40.23 | 0 | 0 | https://historicbridges.org/texas/exalldam/little_exalldam06040_small.jpg | https://historicbridges.org/texas/exalldam/little_exalldam06040.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/exalldam/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.826740,-96.801418 | ||||||||||||||
| 8821 | CN Red Cedar River Railroad Bridge East | The very simple concrete design of this bridge makes it look newer than it may in fact actually be, as the concrete looks fairly old up close. The technical description of the main or most noteworthy span of the bridge is a 18 ft (5.49 m) concrete slab, fixed. The bridge was primarily built by Unknown. | 42.719235 | -84.518452 | Railroad (Canadian National) | Red Cedar River and Lansing River Trail | Lansing | Ingham County, Michigan | Michigan | United States | Concrete | Slab | Fixed | 0 | 8 | 0 | 0 | 0 | 0 | Unknown | 1 | 1 | 18 | 5.49 | 145 | 44.2 | 24 | 7.32 | https://historicbridges.org/michigan/lrtrailroad1/little_img_20220508_164433_small.jpg | https://historicbridges.org/michigan/lrtrailroad1/little_img_20220508_164433.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/lrtrailroad1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.719235,-84.518452 | |||||||||||||||||
| 8822 | CSX Red Cedar River Railroad Bridge | This is a traditional deck plate girder with spans of decent length and girder depth. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal deck girder, fixed. The bridge was primarily built by Unknown. | 42.722662 | -84.516111 | Railroad (CSX) | Red Cedar River and Lansing River Trail | Lansing | Ingham County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | Unknown | 1 | 1 | 80 | 24.38 | 160 | 48.77 | 9.5 | 2.9 | https://historicbridges.org/michigan/lrtrailroad2/little_img_20220508_165913_small.jpg | https://historicbridges.org/michigan/lrtrailroad2/little_img_20220508_165913.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/lrtrailroad2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.722662,-84.516111 | ||||||||||||||||
| 8823 | Hall Street Bridge | This small concrete arch bridge is an early surviving example of concrete bridge construction in Texas, and it has brick or stone shaped patterns on the concrete, a common architectural detail on early concrete bridges. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 32.807138 | -96.803289 | Hall Street | Turtle Creek | Dallas | Dallas County, Texas | Texas | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1908 | 0 | Unknown | 6 | 7 | 30 | 9.14 | 30.8 | 9.39 | 30 | 9.14 | https://historicbridges.org/texas/hallstreetturtle/little_hallstreetturtle06448_small.jpg | https://historicbridges.org/texas/hallstreetturtle/little_hallstreetturtle06448.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/hallstreetturtle/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.807138,-96.803289 | |||||||||||||||
| 8824 | Riverside Plaza Skybridge | Ogilvie Transportation Center Skybridge, Accenture Tower Skybridge | This skybridge structure has been included because it includes highly visible bridge-like structures, notably heavy plate girders with hangers below that hold the walkway. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal deck girder, fixed. The bridge was primarily built by Bass Construction Company of Chicago, Illinois. The bridge was primarily designed by F. E. Brown. | 41.882164 | -87.639711 | Pedestrian Walkway | Canal Street | Chicago | Cook County, Illinois | Illinois | United States | Metal | Deck | Girder | Fixed | 0 | 1 | 0 | 0 | 1929 | 0 | Bass Construction Company of Chicago, Illinois | F. E. Brown | 4 | 3 | 125 | 38.1 | 125 | 38.1 | 35 | 10.67 | https://historicbridges.org/illinois/metraskybridge/little_p1170028_small.jpg | https://historicbridges.org/illinois/metraskybridge/little_p1170028.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/metraskybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.882164,-87.639711 | ||||||||||||||
| 8825 | Old Channel Elm Fork Trinity River Railroad Bridge | This impressive lattice truss railroad bridge crosses the old channel of the river which was diverted in 1930. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Lattice (Quadruple Warren) through truss, fixed. The bridge was primarily built by Unknown. | 32.813213 | -96.861608 | Railroad (Trinity Railway Express) | Elm Fork Trinity River (Old Channel) | Dallas | Dallas County, Texas | Texas | United States | Metal | Lattice (Quadruple Warren) | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 8 | 1903 | 0 | Unknown | 7 | 7 | 150 | 45.72 | 262 | 79.86 | 0 | 0 | https://historicbridges.org/texas/elmforklattice/little_elmforklattice05927_small.jpg | https://historicbridges.org/texas/elmforklattice/little_elmforklattice05927.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/elmforklattice/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.813213,-96.861608 | |||||||||||
| 8826 | Elm Fork Trinity River Railroad Bridge | This classic Baltimore truss railroad bridge sits next to a modern plate girder railroad bridge. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 32.814235 | -96.906159 | Railroad (Trinity Railway Express) | Elm Fork Trinity River | Dallas | Dallas County, Texas | Texas | United States | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 12 | 1 | Pre-Stressed Concrete | Box Beam | Fixed | 0 | 0 | 1930 | 0 | American Bridge Company of New York, New York | 6 | 6 | 175 | 53.34 | 1528 | 465.73 | 0 | 0 | https://historicbridges.org/texas/elmforkrr/little_elmforkrr05858_small.jpg | https://historicbridges.org/texas/elmforkrr/little_elmforkrr05858.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/elmforkrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.814235,-96.906159 | |||||||||||
| 8827 | Trinity River UP Railroad Bridge | Great Trinity Forest Railroad Bridge | This is an impressive, traditional pin-connected Parker through truss railroad bridge which retains good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. | 32.750008 | -96.777496 | Railroad (Union Pacific) | Trinity River | Dallas | Dallas County, Texas | Texas | United States | Metal | Parker | Pin-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Deck | Girder | Fixed | 0 | 0 | 1904 | 0 | Pennsylvania Steel Company of Steelton, Pennsylvania | 6 | 7 | 200 | 60.96 | 325 | 99.06 | 0 | 0 | https://historicbridges.org/texas/greattrinityforest/little_greattrinityforest06632_small.jpg | https://historicbridges.org/texas/greattrinityforest/little_greattrinityforest06632.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/greattrinityforest/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.750008,-96.777496 | |||||||||
| 8828 | Trinity River UP Railroad Bridge | This is a traditional railroad through truss bridge with a Warren configuration with a very long approach and a strange variety of approaches and substructures. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York (Some Spans). | 32.728407 | -96.755058 | Railroad (Union Pacific) | Trinity River | Dallas | Dallas County, Texas | Texas | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | American Bridge Company of New York, New York (Some Spans) | 5 | 6 | 130 | 39.62 | 2954 | 900.38 | 0 | 0 | https://historicbridges.org/texas/rochesterpark/little_rochesterpark04372_small.jpg | https://historicbridges.org/texas/rochesterpark/little_rochesterpark04372.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/rochesterpark/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.728407,-96.755058 | ||||||||||||||
| 8829 | Trinity River UP Railroad Bridge | This truss bridge with its long plate girder approach system stands out in the open and is easy to view. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 32.777660 | -96.821412 | Railroad (Union Pacific) | Trinity River | Dallas | Dallas County, Texas | Texas | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Metal | Deck | Girder | Fixed | 0 | 31 | 1930 | 0 | Unknown | 6 | 6 | 200 | 60.96 | 2040 | 621.79 | 0 | 0 | https://historicbridges.org/texas/uptrinity/little_uptrinity05203_small.jpg | https://historicbridges.org/texas/uptrinity/little_uptrinity05203.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/uptrinity/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.777660,-96.821412 | ||||||||||
| 8830 | Allegheny Creek Railroad Bridge | This rail-trail bridge is a concrete arch bridge, and it sits next to a deck plate girder with stone piers. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 40.283540 | -75.873849 | Railroad (Schuylkill River Rail-Trail) | Allegheny Creek and Green Hills Road (PA-568) | Gibraltar | Berks County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/greenhillsroadrralleghenyck/little_greenhillsrdrroveraleghenycreek9_small.jpg | https://historicbridges.org/pennsylvania/greenhillsroadrralleghenyck/little_greenhillsrdrroveraleghenycreek9.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/greenhillsroadrralleghenyck/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.283540,-75.873849 | |||||||||||||||
| 8831 | Jackson Street Railroad Overpass | This is an attractive stone arch overpass, although widened with concrete on one side. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 40.267099 | -75.820293 | Railroad (Norfolk Southern) | Jackson Street | Birdsboro | Berks County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/jacksonstreetrr/little_jacksonstreetrr6_small.jpg | https://historicbridges.org/pennsylvania/jacksonstreetrr/little_jacksonstreetrr6.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/jacksonstreetrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.267099,-75.820293 | |||||||||||||||
| 8832 | Birdsboro Railroad Bridge | This attractive concrete arch bridge is magical because everything except the overpass span disappears behind the trees in the summer! The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 40.268374 | -75.810713 | Railroad (Norfolk Southern) | Schuylkill River and Main Street | Birdsboro | Berks County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 0 | 0 | 0 | 1925 | 0 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/schuykilriverbridge-ns-birdsboro/little_schuylkillrvrbridge-ns-birdsboro6_small.jpg | https://historicbridges.org/pennsylvania/schuykilriverbridge-ns-birdsboro/little_schuylkillrvrbridge-ns-birdsboro6.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/schuykilriverbridge-ns-birdsboro/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.268374,-75.810713 | |||||||||||||||
| 8833 | Douglasville Railroad Bridge | This railroad bridge now serves a rail-trail, and is overgrown, making it difficult to photo. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Eyre-Shoemaker Company of Philadelphia, Pennsylvania. | 40.256292 | -75.732388 | Railroad (Schuylkill River Rail-Trail) | Schuylkill River | Douglasville | Berks County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 11 | 0 | 0 | 1912 | 0 | Eyre-Shoemaker Company of Philadelphia, Pennsylvania | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/srtschuylkillriver-douglassville/little_srtschuylkillriver-douglassville16_small.jpg | https://historicbridges.org/pennsylvania/srtschuylkillriver-douglassville/little_srtschuylkillriver-douglassville16.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/srtschuylkillriver-douglassville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.256292,-75.732388 | |||||||||||||||
| 8834 | Allegheny Aqueduct | Gibraltar Aqueduct | This is not only a rare surviving stone arch aqueduct, but it is also an extremely old stone arch of any type. The technical description of the main or most noteworthy span of the bridge is a 25 ft (7.62 m) stone Segmental deck arch, fixed. The bridge was primarily built by Samuel Pettitt and/or Ehner Kimber. The bridge was primarily designed by Ephraim Beecher. | 40.286112 | -75.874720 | Girard Canal (Schuylkill Canal) | Berks County, Pennsylvania | Gibraltar | Berks County, Pennsylvania | Pennsylvania | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 5 | 0 | 0 | 1824 | 0 | Samuel Pettitt and/or Ehner Kimber | Ephraim Beecher | 9 | 9 | 25 | 7.62 | 112.5 | 34.29 | 0 | 0 | https://historicbridges.org/pennsylvania/schuylkillcanal-allegheny/little_schuylkillcanal-alleghenyaqueduct4_small.jpg | https://historicbridges.org/pennsylvania/schuylkillcanal-allegheny/little_schuylkillcanal-alleghenyaqueduct4.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/schuylkillcanal-allegheny/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.286112,-75.874720 | |||||||||||||
| 8835 | Indian Corn Creek Aqueduct | Buried and abandoned, this is one of several surviving aqueducts related to the Schuylkill Canal, and as such it may date to the 1820s. The technical description of the main or most noteworthy span of the bridge is a stone Elliptical deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Ephraim Beecher. | 40.276052 | -75.844846 | Girard Canal (Schuylkill Canal) | Indian Corn Creek | Robeson Township | Berks County, Pennsylvania | Pennsylvania | United States | Stone | Elliptical | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 0 | 0 | Unknown | Ephraim Beecher | 8 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/schuylkillcanal-indiancorncreek/little_schuylkillcanal-indiancorncreekaqueduct12_small.jpg | https://historicbridges.org/pennsylvania/schuylkillcanal-indiancorncreek/little_schuylkillcanal-indiancorncreekaqueduct12.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/schuylkillcanal-indiancorncreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.276052,-75.844846 | ||||||||||||||
| 8836 | Old River Road Bridge | Schuylkill Road | Located on old state highway alignment, this is an early and outstanding example of a state-designed reinforced concrete slab bridge. The technical description of the main or most noteworthy span of the bridge is a 21 ft (6.4 m) concrete continuous slab, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. | 40.276139 | -75.844802 | Old River Road (Schuylkill Road) (TR-363) | Indian Corn Creek | Robeson Township | Berks County, Pennsylvania | Pennsylvania | United States | Concrete | Slab | Fixed | 0 | Continuous | 2 | 0 | 0 | 1917 | 0 | Unknown | Pennsylvania State Highway Department | 5 | 5 | 21 | 6.4 | 43 | 13.11 | 23 | 7.01 | https://historicbridges.org/pennsylvania/oldriverrd-indiancorncreek/little_oldriverrdoverindiancorncreek10_small.jpg | https://historicbridges.org/pennsylvania/oldriverrd-indiancorncreek/little_oldriverrdoverindiancorncreek10.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/oldriverrd-indiancorncreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.276139,-75.844802 | ||||||||||||||
| 8837 | School Street Bridge | This is an outstanding and unaltered example of an early concrete arch bridge built by a pioneering concrete bridge company to Luten patents. The technical description of the main or most noteworthy span of the bridge is a 33 ft (10.06 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Ferro-Concrete Company of Philadelphia, Pennsylvania. | 40.257405 | -75.770232 | School Street (TR-423) | Sixpenny Creek | Union Township | Berks County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1907 | 0 | Ferro-Concrete Company of Philadelphia, Pennsylvania | 7 | 7 | 33 | 10.06 | 33 | 10.06 | 17.7 | 5.39 | https://historicbridges.org/pennsylvania/sixpennycreekbridge/little_sixpennycreekbridge16_small.jpg | https://historicbridges.org/pennsylvania/sixpennycreekbridge/little_sixpennycreekbridge16.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/sixpennycreekbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.257405,-75.770232 | |||||||||||||||
| 8838 | Hay Creek Railroad Bridge | This is an unaltered and good representative example of a concrete slab type railroad bridge. The technical description of the main or most noteworthy span of the bridge is a 25 ft (7.62 m) concrete slab, fixed. The bridge was primarily built by Unknown. | 40.258040 | -75.810521 | Railroad (Norfolk Southern, Former Reading Railroad) | Hay Creek | Birdsboro | Berks County, Pennsylvania | Pennsylvania | United States | Concrete | Slab | Fixed | 0 | 4 | 0 | 0 | 1917 | 0 | Unknown | 2 | 3 | 25 | 7.62 | 128 | 39.01 | 0 | 0 | https://historicbridges.org/pennsylvania/rrhaycreek/little_rrhaycreek1_small.jpg | https://historicbridges.org/pennsylvania/rrhaycreek/little_rrhaycreek1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rrhaycreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.258040,-75.810521 | |||||||||||||||||
| 8839 | Brown Street Bridge | Bridge E-198 | Although the concrete approaches and abutments were rebuilt years ago, nothing was done with the truss, and it has been closed to all but pedestrians for many years. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by McMyler-Interstate Company of Cleveland, Ohio. | 43.248074 | -78.178608 | Brown Street | Erie Canal (New York State Barge Canal) | Albion | Orleans County, New York | New York | United States | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Concrete | Slab | Fixed | 0 | 2 | 1912 | 1995 | McMyler-Interstate Company of Cleveland, Ohio | 7 | 6 | 150 | 45.72 | 189 | 57.61 | 14.4 | 4.39 | https://historicbridges.org/newyork/brownst-albion/little_img_4045_small.jpg | https://historicbridges.org/newyork/brownst-albion/little_img_4045.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/brownst-albion/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.248074,-78.178608 | ||||||||||
| 8840 | Telegraph Road Bridge | Bridge E-189 | This skewed example of a fixed Barge Canal bridge has been nicely rehabilitated, helping to preserve the unique collection of canal bridges. The technical description of the main or most noteworthy span of the bridge is a 183 ft (55.78 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Lackawanna Bridge Company of Buffalo, New York. | 43.244644 | -78.039471 | Telegraph Road (CR-54) | Erie Canal (New York State Barge Canal) | Rural | Orleans County, New York | New York | United States | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | Concrete | Slab | Fixed | 0 | 2 | 1911 | 2020 | Lackawanna Bridge Company of Buffalo, New York | 7 | 7 | 183 | 55.78 | 227 | 69.19 | 14.8 | 4.51 | https://historicbridges.org/newyork/telegraphrd-holley/little_img_4190_small.jpg | https://historicbridges.org/newyork/telegraphrd-holley/little_img_4190.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/telegraphrd-holley/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.244644,-78.039471 | ||||||||||
| 8841 | Bennetts Corners Road Bridge | Bridge E-186 | This classic Barge Canal fixed through truss bridge has been rehabilitated. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Lackawanna Bridge Company of Buffalo, New York and I.M. Ludington's Sons Inc. of Rochester, New York. | 43.224724 | -78.013947 | Bennetts Corners Road | Erie Canal (New York State Barge Canal) | Rural | Orleans County, New York | New York | United States | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Concrete | Slab | Fixed | 0 | 2 | 1911 | 0 | Lackawanna Bridge Company of Buffalo, New York and I.M. Ludington's Sons Inc. of Rochester, New York | 7 | 6 | 150 | 45.72 | 194 | 59.13 | 14.8 | 4.51 | https://historicbridges.org/newyork/westernbennettscors/little_img_4203_small.jpg | https://historicbridges.org/newyork/westernbennettscors/little_img_4203.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/westernbennettscors/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.224724,-78.013947 | ||||||||||
| 8842 | West Avenue Railroad Overpass | This railroad over railroad overpass with its classic Baltimore truss configuration also crosses a small street. The technical description of the main or most noteworthy span of the bridge is a 165 ft (50.29 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. | 43.149301 | -77.664674 | Railroad (Rochester and Southern) | Railroad (CSX and Amtrak) and West Avenue | Rochester | Monroe County, New York | New York | United States | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 12 | 1 | 0 | 0 | 1909 | 0 | Pennsylvania Steel Company of Steelton, Pennsylvania | 6 | 7 | 165 | 50.29 | 165 | 50.29 | 0 | 0 | https://historicbridges.org/newyork/genlrwysignal/little_img_4430_small.jpg | https://historicbridges.org/newyork/genlrwysignal/little_img_4430.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/genlrwysignal/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.149301,-77.664674 | ||||||||||||||
| 8843 | Chili Avenue Bridge | Bridge E-163 | This is an increasingly uncommon surviving example of a state standard truss bridge, this example noted for its skew and roadway width. The technical description of the main or most noteworthy span of the bridge is a 148 ft (45.11 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 43.140285 | -77.665900 | Chili Avenue (NY-33A) | Erie Canal (New York State Barge Canal) | Rochester | Monroe County, New York | New York | United States | Metal | Polygonal Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1939 | 1966 | American Bridge Company of New York, New York | 7 | 7 | 148 | 45.11 | 154 | 46.94 | 42 | 12.8 | https://historicbridges.org/newyork/chiliave-bargecanal/little_img_4397_small.jpg | https://historicbridges.org/newyork/chiliave-bargecanal/little_img_4397.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/chiliave-bargecanal/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.140285,-77.665900 | |||||||||||||
| 8844 | Broadway Bridge | John Mack Bridge, Lawrence Street Bridge | This is one of the largest and most significant Marsh and rainbow arch bridges in the country due to its large number of spans. The technical description of the main or most noteworthy span of the bridge is a 100.7 ft (30.69 m) concrete marsh (tied) Rainbow through arch, fixed. The bridge was primarily built by Tomlinson Bridge and Supply Company of Garfield, Kansas. The bridge was primarily designed by Marsh Engineering Company of Des Moines, Iowa. | 37.644579 | -97.335491 | Broadway (Southbound) | Arkansas River | Wichita | Sedgwick County, Kansas | Kansas | United States | Concrete | Rainbow | Marsh (Tied) | Through | Arch | Fixed | 10 | 8 | 0 | 0 | 1931 | 1996 | Tomlinson Bridge and Supply Company of Garfield, Kansas | Marsh Engineering Company of Des Moines, Iowa | 9 | 10 | 100.7 | 30.69 | 801.5 | 244.3 | 27 | 8.23 | https://historicbridges.org/kansas/johnmackbridge/little_03-28-2022_058_small.jpg | https://historicbridges.org/kansas/johnmackbridge/little_03-28-2022_058.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/johnmackbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.644579,-97.335491 | ||||||||||||
| 8845 | Cedar Point Bridge | This classic Pratt truss bridge is a good representative example of its kind. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Missouri Valley Bridge and Iron Company of Leavenworth, Kansas. | 38.260051 | -96.834241 | Main Street | Cottonwood River | Cedar Point | Chase County, Kansas | Kansas | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1916 | 0 | Missouri Valley Bridge and Iron Company of Leavenworth, Kansas | 6 | 7 | 140 | 42.67 | 142 | 43.28 | 17 | 5.18 | https://historicbridges.org/kansas/cedarpointpratttruss/little_03-28-2022_085_small.jpg | https://historicbridges.org/kansas/cedarpointpratttruss/little_03-28-2022_085.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/cedarpointpratttruss/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.260051,-96.834241 | ||||||||||||||
| 8846 | Clements Stone Arch Bridge | Abandoned, this is a strikingly large and impressive stone arch highway bridge, which is quite unusual for this part of the country. The technical description of the main or most noteworthy span of the bridge is a 57 ft (17.37 m) stone Segmental deck arch, fixed. The bridge was primarily built by L.P. Santy and Company of Clements, Kansas. | 38.295069 | -96.735114 | G Road (Abandoned Alignment) | Cottonwood River | Rural | Chase County, Kansas | Kansas | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1886 | 0 | L.P. Santy and Company of Clements, Kansas | 7 | 9 | 57 | 17.37 | 127 | 38.71 | 16.7 | 5.09 | https://historicbridges.org/kansas/clementsbridge/little_03-28-2022_158_small.jpg | https://historicbridges.org/kansas/clementsbridge/little_03-28-2022_158.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/clementsbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.295069,-96.735114 | |||||||||||||||
| 8847 | Cottonwood Falls Bridge | Bypassed by a new bridge, this bridge sat deteriorated for several years before being rehabilitated for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 69.8 ft (21.28 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Missouri Valley Bridge and Iron Company of Leavenworth, Kansas. | 38.374990 | -96.541268 | Broadway Street | Cottonwood River | Cottonwood Falls | Chase County, Kansas | Kansas | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1914 | 2007 | Missouri Valley Bridge and Iron Company of Leavenworth, Kansas | 7 | 7 | 69.8 | 21.28 | 208 | 63.4 | 25 | 7.62 | https://historicbridges.org/kansas/cottonwoodfallsbridge/little_03-28-2022_232_small.jpg | https://historicbridges.org/kansas/cottonwoodfallsbridge/little_03-28-2022_232.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/cottonwoodfallsbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.374990,-96.541268 | |||||||||||||||
| 8848 | Schoellkopf Road Bridge | Wyoming County Fairgrounds Bridge | This Pratt truss bridge is noted for its ornate portal cresting and was spared demolition when the bridge was moved to Wyoming County Fairgrounds. The technical description of the main or most noteworthy span of the bridge is a 101 ft (30.78 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Owego Bridge Company of Owego, New York. | 42.557987 | -78.156312 | Park Lane | Wiscoy Creek | Pike | Wyoming County, New York | New York | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1905 | 0 | Owego Bridge Company of Owego, New York | 7 | 7 | 101 | 30.78 | 103 | 31.39 | 14.4 | 4.39 | https://historicbridges.org/newyork/schoellkopff2/little_skpfinstalled18_small.jpg | https://historicbridges.org/newyork/schoellkopff2/little_skpfinstalled18.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/schoellkopff2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.557987,-78.156312 | |||||||||||||
| 8852 | US-131 Southbound Rocky River Bridge | Although visually this bridge leaves a lot to be desired, this bridge is officially considered historic as an early pre-stressed concrete bridge. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) pre-stressed concrete Adjacent box beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 41.954974 | -85.646213 | US-131 (Southbound) | Rocky River | Three Rivers | St. Joseph County, Michigan | Michigan | United States | Pre-Stressed Concrete | Adjacent | Box Beam | Fixed | 0 | 2 | 0 | 0 | 1956 | 1981 | Unknown | Michigan State Highway Department | 4 | 6 | 45 | 13.72 | 90 | 27.43 | 46.7 | 14.23 | https://historicbridges.org/michigan/us131ps/little_jasonholloway-20220520_184423_small.jpg | https://historicbridges.org/michigan/us131ps/little_jasonholloway-20220520_184423.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/us131ps/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.954974,-85.646213 | |||||||||||||||
| 8853 | Utility Drive Bridge | Closed and fenced off at one end, this ca. 1920 bridge was reportedly built for the Auburn Automobile Corporation. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 41.355640 | -85.054939 | Utility Drive | Cedar Creek | Auburn | De Kalb County, Indiana | Indiana | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/indiana/cedarutility/little_jasonholloway-20220524_150216b_small.jpg | https://historicbridges.org/indiana/cedarutility/little_jasonholloway-20220524_150216b.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/cedarutility/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.355640,-85.054939 | ||||||||||||||
| 8854 | Knob Road Bridge | This is an extremely short and lightweight through truss with attractive v-lacing instead of cover plate on the top chord and end posts. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 42.657103 | -88.325433 | Knob Road | White River | Rural | Walworth County, Wisconsin | Wisconsin | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 8 | 80 | 24.38 | 83 | 25.3 | 0 | 0 | https://historicbridges.org/wisconsin/knobroad/little_knobroadwhiteriver20220518_175116_dji_0407_small.jpg | https://historicbridges.org/wisconsin/knobroad/little_knobroadwhiteriver20220518_175116_dji_0407.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/knobroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.657103,-88.325433 | ||||||||||||||
| 8855 | ! | Albany Railroad Swing Bridge | This early product of the American Bridge Company is of heavy duty construction, yet this was not enough for this bridge to be sentenced to the scrapyard. The technical description of the main or most noteworthy span of the bridge is a 260 ft (79.25 m) metal rivet-connected Baltimore through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by American Bridge Company of New York, New York. | 42.654566 | -73.742285 | Railroad (CSX and Amtrak) | Hudson River and Quay Street | Albany and Rensselaer | Albany County, New York and Rensselaer County, New York | New York | United States | Metal | Baltimore | Rivet-Connected | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 0 | 1 | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 12 | 8 | 1901 | 0 | American Bridge Company of New York, New York | 7 | 8 | 260 | 79.25 | 1272 | 387.71 | 0 | 0 | https://historicbridges.org/newyork/albanyrr/little_livaverr6_small.jpg | https://historicbridges.org/newyork/albanyrr/little_livaverr6.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/albanyrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.654566,-73.742285 | ||||||
| 8856 | Old Kendall Road Bridge | Sandy Creek Abandoned Bridge | This bridge on abandoned alignment has outlived its replacement bridge on new alignment by decades! The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Rochester Bridge and Construction Company of Rochester, New York. | 43.286971 | -78.044387 | NY-237 (Kendall Road) (Old Alignment) | Sandy Creek | Rural | Orleans County, New York | New York | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Rochester Bridge and Construction Company of Rochester, New York | 5 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/sandycreeklane/little_marc-sandycrklnre-visit5_small.jpg | https://historicbridges.org/newyork/sandycreeklane/little_marc-sandycrklnre-visit5.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/sandycreeklane/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.286971,-78.044387 | |||||||||||||
| 8857 | Chatham Center Bridge | This early state design and uncommon Pratt variant state highway truss bridge was built by the famous Phoenix Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. The bridge was primarily designed by New York State Department of Public Works. | 42.418367 | -73.614423 | NY-66 | Kinderhook Creek | Chatham Center | Columbia County, New York | New York | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 1927 | 0 | Phoenix Bridge Company of Phoenixville, Pennsylvania | New York State Department of Public Works | 5 | 6 | 120 | 36.58 | 125 | 38.1 | 22 | 6.71 | https://historicbridges.org/newyork/ny66/little_rte66-kinderhookcrk1_small.jpg | https://historicbridges.org/newyork/ny66/little_rte66-kinderhookcrk1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ny66/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.418367,-73.614423 | |||||||||||||
| 8858 | Hammond Hill Road Bridge | This is a notable multi-span riveted polygonal Warren pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. | 42.473909 | -78.744736 | Hammond Hill Road | Cattaraugus Creek | Rural | Erie County, New York and Cattaraugus County, New York | New York | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 7 | 2 | 0 | 0 | 1939 | 0 | Unknown | 5 | 5 | 120 | 36.58 | 246 | 74.98 | 21.7 | 6.61 | https://historicbridges.org/newyork/hammondhill/little_hammondhill40_small.jpg | https://historicbridges.org/newyork/hammondhill/little_hammondhill40.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/hammondhill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.473909,-78.744736 | ||||||||||||||
| 8860 | Pyrite Mine Road Bridge | This rare Virginia example of the Groton Bridge Company was nicely restored following damage by a tree. The technical description of the main or most noteworthy span of the bridge is a 52.5 ft (16 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. | 38.572894 | -77.347097 | Pyrite Mine Road | Quantico Creek | Rural | Prince William County, Virginia | Virginia | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 0 | 2019 | Groton Bridge Company of Groton, New York | 6 | 8 | 52.5 | 16 | 53 | 16.15 | 11.3 | 3.44 | https://historicbridges.org/virginia/pyritemineloop/little_pyritemineloop5_small.jpg | https://historicbridges.org/virginia/pyritemineloop/little_pyritemineloop5.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/pyritemineloop/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.572894,-77.347097 | ||||||||||||||
| 8861 | James River Arch Bridge | This monumental arch bridge was a major feat of engineering in the region when completed. The technical description of the main or most noteworthy span of the bridge is a 116 ft (35.36 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by W. W. Boxley and Company of Roanoke, Virginia. The bridge was primarily designed by John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois). | 37.536514 | -77.493584 | Railroad (CSX) | James River, Riverside Drive, and Various Railroads | Richmond | Richmond Independent City, Virginia | Virginia | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 15 | Concrete | Closed Spandrel | Deck | Arch | 0 | 3 | 1919 | 0 | W. W. Boxley and Company of Roanoke, Virginia | John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois) | 8 | 9 | 116 | 35.36 | 2278 | 694.33 | 0 | 0 | https://historicbridges.org/virginia/millionarch/little_main_small.jpg | https://historicbridges.org/virginia/millionarch/little_main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/millionarch/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.536514,-77.493584 | ||||||||||
| 8862 | Boulevard Bridge | Nickel Bridge | This is a very long and unique deck truss bridge that is operated as a toll bridge. The technical description of the main or most noteworthy span of the bridge is a 129 ft (39.32 m) metal continuous rivet-connected deck truss, fixed. The bridge was primarily built by Atlantic Bridge Company of Charlotte, North Carolina and Roanoke, Virginia. | 37.531906 | -77.483869 | Westover Hills Boulevard | James River and Various Railroads | Richmond | Richmond Independent City, Virginia | Virginia | United States | Metal | Rivet-Connected | Deck | Truss | Fixed | 0 | Continuous | 11 | Metal | Deck | Girder | 0 | 20 | 1925 | 0 | Atlantic Bridge Company of Charlotte, North Carolina and Roanoke, Virginia | 8 | 9 | 129 | 39.32 | 2032 | 619.35 | 22.6 | 6.89 | https://historicbridges.org/virginia/nickelbridge/little_jamesrnickelbr58_small.jpg | https://historicbridges.org/virginia/nickelbridge/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/nickelbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.531906,-77.483869 | ||||||||||
| 8863 | Hudson Railroad Bridge | A bridge with variety, this structure includes a six panel Camelback pony truss span, a six panel Pratt through truss span, and a traditional riveted through truss swing span. The technical description of the main or most noteworthy span of the bridge is a 314 ft (95.71 m) metal rivet-connected Pratt through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Unknown. | 44.980347 | -92.770500 | Railroad (Union Pacific) | St. Croix River | Hudson | St. Croix County, Wisconsin and Washington County, Minnesota | Wisconsin and Minnesota | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Movable: Swing | Rim Bearing Center Pier | 0 | 1 | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 6 | 2 | 1913 | 1963 | Unknown | 7 | 7 | 314 | 95.71 | 568 | 173.13 | 0 | 0 | https://historicbridges.org/wisconsin/hudson-wi-up-hudson-st-croix-riv-swing/little_markboettcher02159_small.jpg | https://historicbridges.org/wisconsin/hudson-wi-up-hudson-st-croix-riv-swing/little_markboettcher02159.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/hudson-wi-up-hudson-st-croix-riv-swing/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.980347,-92.770500 | |||||||
| 8864 | Pine River Railroad Bridge | Hidden away in a wooded location is this relocated classic pony truss railroad bridge. The technical description of the main or most noteworthy span of the bridge is a 98 ft (29.87 m) metal pin-connected Pratt pony truss, fixed. The bridge was primarily built by Lassig Bridge and Iron Works of Chicago, Illinois. | 45.132965 | -89.625700 | Railroad (Canadian National) | Pine River | Rural | Lincoln County, Wisconsin | Wisconsin | United States | Metal | Pratt | Pin-Connected | Pony | Truss | Fixed | 6 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 5 | 1900 | 0 | Lassig Bridge and Iron Works of Chicago, Illinois | 6 | 7 | 98 | 29.87 | 180 | 54.86 | 0 | 0 | https://historicbridges.org/wisconsin/pine-riv-wi-cn-pine-riv/little_markboettcher01977_small.jpg | https://historicbridges.org/wisconsin/pine-riv-wi-cn-pine-riv/little_markboettcher01977.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/pine-riv-wi-cn-pine-riv/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.132965,-89.625700 | |||||||||||
| 8865 | Tiffany Bridge | Smith Road Bridge | This unusual bolt-connected truss bridge was relocated and preserved here on private property. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal bolt-connected Pratt through truss, fixed. The bridge was primarily built by Worden-Allen Company of Milwaukee, Wisconsin. Special note about bridge location: This bridge is on private property. | 42.575191 | -88.908934 | Pedestrian Walkway | Turtle Creek Tributary | Rural | Rock County, Wisconsin | Wisconsin | United States | This bridge is on private property. | Metal | Pratt | Bolt-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1910 | 0 | Worden-Allen Company of Milwaukee, Wisconsin | 7 | 7 | 120 | 36.58 | 122 | 37.19 | 14.8 | 4.51 | https://historicbridges.org/wisconsin/tiffany-wi-smith-road-relocation-site/little_markboettcher01962_small.jpg | https://historicbridges.org/wisconsin/tiffany-wi-smith-road-relocation-site/little_markboettcher01962.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/tiffany-wi-smith-road-relocation-site/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.575191,-88.908934 | ||||||||||||
| 8866 | Wauwatosa Railroad Bridge | This heavy truss span carries one railroad over another railroad plus other features in a viaduct-like fashion. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. | 43.046416 | -88.049681 | Railroad (Union Pacific) | Railroad (Canadian Pacific), Underwood Creek, and Watertown Plank Road | Wauwatosa | Milwaukee County, Wisconsin | Wisconsin | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 7 | 1 | Metal | Deck | Girder | 0 | 4 | 1910 | 0 | Pennsylvania Steel Company of Steelton, Pennsylvania | 6 | 6 | 175 | 53.34 | 490 | 149.35 | 0 | 0 | https://historicbridges.org/wisconsin/wauwatosa-wi-up-watertown-plank-rd/little_markboettcher01907_small.jpg | https://historicbridges.org/wisconsin/wauwatosa-wi-up-watertown-plank-rd/little_markboettcher01907.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/wauwatosa-wi-up-watertown-plank-rd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.046416,-88.049681 | |||||||||||
| 8867 | Wisconsin Dells Railroad Bridge | Kilbourne Bridge | Located in a major area tourist destination, this bridge, originally double-deck, was built by the famous Phoenix Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 165 ft (50.29 m) metal pin-connected Pratt deck truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. | 43.628243 | -89.778978 | Railroad (Canadian Pacific) | Wisconsin River and Broadway Street (WI-13) | Wisconsin Dells | Columbia County, Wisconsin and Sauk County, Wisconsin | Wisconsin | United States | Metal | Pratt | Pin-Connected | Deck | Truss | Fixed | 6 | 2 | Metal | Deck | Girder | Fixed | 0 | 2 | 1903 | 1956 | Phoenix Bridge Company of Phoenixville, Pennsylvania | 6 | 7 | 165 | 50.29 | 470.5 | 143.41 | 0 | 0 | https://historicbridges.org/wisconsin/wisconsin-dells-wi-cp-wisconsin-dells-rail/little_markboettcher01874_small.jpg | https://historicbridges.org/wisconsin/wisconsin-dells-wi-cp-wisconsin-dells-rail/little_markboettcher01874.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/wisconsin-dells-wi-cp-wisconsin-dells-rail/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.628243,-89.778978 | |||||||||
| 8868 | Fox River Railroad Bridge | This railroad bridge is noted for its unusually short through trusses. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Pratt truss, fixed. The bridge was primarily built by Unknown. | 42.647952 | -88.246726 | Railroad (Canadian National) | Fox River | Burlington | Racine County, Wisconsin | Wisconsin | United States | Metal | Pratt | Rivet-Connected | Truss | Fixed | 4 | 2 | 0 | 0 | 0 | 0 | Unknown | 5 | 6 | 100 | 30.48 | 200 | 60.96 | 0 | 0 | https://historicbridges.org/wisconsin/burlington-wi-s-cn-fox-riv/little_markboettcher02186_small.jpg | https://historicbridges.org/wisconsin/burlington-wi-s-cn-fox-riv/little_markboettcher02186.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/burlington-wi-s-cn-fox-riv/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.647952,-88.246726 | |||||||||||||||
| 8869 | Packwaukee Railroad Bridge | Buffalo Lake Railroad Bridge | Although it no longer operates for boats and the machinery house is missing, this is a rare example of a lattice truss swing bridge. The technical description of the main or most noteworthy span of the bridge is a 205 ft (62.48 m) metal rivet-connected Lattice (Quadruple Warren) through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 43.747769 | -89.474772 | Railroad (Union Pacific) | Buffalo Lake (Fox River) | Packwaukee | Marquette County, Wisconsin | Wisconsin | United States | Metal | Lattice (Quadruple Warren) | Rivet-Connected | Through | Truss | Fixed | 0 | 1 | Metal | Deck | Girder | 0 | 10 | 1911 | 0 | American Bridge Company of New York, New York | 8 | 8 | 205 | 62.48 | 1005 | 306.32 | 0 | 0 | https://historicbridges.org/wisconsin/up-fox-riv-buffalo-lake/little_markboettcher02173_small.jpg | https://historicbridges.org/wisconsin/up-fox-riv-buffalo-lake/little_markboettcher02173.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/up-fox-riv-buffalo-lake/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.747769,-89.474772 | ||||||||||
| 8870 | Janesville Union Pacific Railroad Bridge | This 1896 Double-Warren deck truss had a second truss added beside it in 1908. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal rivet-connected Double-Intersection Warren deck truss, fixed. The bridge was primarily built by Lassig Bridge and Iron Works of Chicago, Illinois and Bates and Rogers of Chicago, Illinois. | 42.669321 | -89.032815 | Railroad (Union Pacific) | Rock River | Janesville | Rock County, Wisconsin | Wisconsin | United States | Metal | Double-Intersection Warren | Rivet-Connected | Deck | Truss | Fixed | 0 | 4 | Metal | Deck | Girder | Fixed | 0 | 3 | 1896 | 1908 | Lassig Bridge and Iron Works of Chicago, Illinois and Bates and Rogers of Chicago, Illinois | 7 | 7 | 125 | 38.1 | 720 | 219.46 | 0 | 0 | https://historicbridges.org/wisconsin/janesville-wi-up-rock-riv/little_markboettcher02129_small.jpg | https://historicbridges.org/wisconsin/janesville-wi-up-rock-riv/little_markboettcher02129.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/janesville-wi-up-rock-riv/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.669321,-89.032815 | ||||||||||
| 8871 | Merrill Railroad Bridge | Bridge G-388 | This crossing was erected in 1929 using a truss dating to 1895 which was relocated from another location for this purpose. The technical description of the main or most noteworthy span of the bridge is a 112 ft (34.14 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Lassig Bridge and Iron Works of Chicago, Illinois. | 45.177063 | -89.714854 | Railroad (Abandoned Milwaukee Road) | Wisconsin River (West Channel) | Merrill | Lincoln County, Wisconsin | Wisconsin | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 0 | 1895 | 1929 | Lassig Bridge and Iron Works of Chicago, Illinois | 7 | 7 | 112 | 34.14 | 315 | 96.01 | 0 | 0 | https://historicbridges.org/wisconsin/merrill-wi-abandoned-wi-riv-w/little_markboettcher02064_small.jpg | https://historicbridges.org/wisconsin/merrill-wi-abandoned-wi-riv-w/little_markboettcher02064.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/merrill-wi-abandoned-wi-riv-w/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.177063,-89.714854 | ||||||||||
| 8872 | Glendale Railroad Bridge | This bridge has a variety of spans with a variety of construction dates and builders. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania and American Bridge Company of New York, New York. | 43.131895 | -87.928202 | Railroad (Union Pacific) | Milwaukee River, Sunny Point Road, and North Milwaukee River Parkway | Glendale | Milwaukee County, Wisconsin | Wisconsin | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 6 | 1 | Metal | Deck | Girder | Fixed | 0 | 17 | 1928 | 1938 | Bethlehem Steel Company of Bethlehem, Pennsylvania and American Bridge Company of New York, New York | 5 | 6 | 150 | 45.72 | 930 | 283.46 | 0 | 0 | https://historicbridges.org/wisconsin/milwaukee-wi-up-milwaukee-riv/little_markboettcher02047_small.jpg | https://historicbridges.org/wisconsin/milwaukee-wi-up-milwaukee-riv/little_markboettcher02047.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/milwaukee-wi-up-milwaukee-riv/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.131895,-87.928202 | ||||||||||
| 8873 | Wauwatosa Railroad Bridge | This is an uncommon example of a pony truss railroad bridge with three truss lines. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. | 43.048999 | -88.008123 | Railroad (Canadian Pacific) | Menomonee River | Wauwatosa | Milwaukee County, Wisconsin | Wisconsin | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 8 | 1 | 0 | 0 | 1905 | 1909 | Pennsylvania Steel Company of Steelton, Pennsylvania | 6 | 7 | 105 | 32 | 105 | 32 | 0 | 0 | https://historicbridges.org/wisconsin/wauwatosa-wi-cp-wauwatosa-menomonee-riv/little_markboettcher01931_small.jpg | https://historicbridges.org/wisconsin/wauwatosa-wi-cp-wauwatosa-menomonee-riv/little_markboettcher01931.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/wauwatosa-wi-cp-wauwatosa-menomonee-riv/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.048999,-88.008123 | ||||||||||||||
| 8874 | ! | M-10 and I-94 Interchange | Lodge Freeway - Ford Freeway Interchange | This page documents this large interchange composed of a number of bridges, which are were found to be historic by the Historic Bridge Inventory. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal stringer (multi-beam), fixed. The bridge was primarily built by L. A. Davidson of Saginaw, Michigan. The bridge was primarily designed by Michigan State Highway Department and Wayne County Road Commission. | 42.359137 | -83.076402 | I-94 (Edsel Ford Freeway) | M-10 (John C. Lodge Freeway) | Detroit | Wayne County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 11 | 0 | 0 | 1953 | 1996 | L. A. Davidson of Saginaw, Michigan | Michigan State Highway Department and Wayne County Road Commission | 6 | 8 | 130 | 39.62 | 1158 | 352.96 | 38.7 | 11.8 | https://historicbridges.org/michigan/m10i94/main_small.jpg | https://historicbridges.org/michigan/m10i94/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m10i94/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.359137,-83.076402 | ||||||||||||||
| 8875 | US-12 Michigan Avenue I-94 Bridge | This bridge and interchange was found historic by the Michigan Historic Bridge Inventory for its significance as an early and important interchange in Michigan. The technical description of the main or most noteworthy span of the bridge is a 119 ft (36.27 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Darin and Armstrong, Inc of Detroit, Michigan. The bridge was primarily designed by Hazelet and Erdal of Chicago, Illinois and Michigan State Highway Department. | 42.326597 | -83.160756 | US-12 (Michigan Avenue) | I-94 (Edsel Ford Freeway and Detroit Industrial Expressway) | Dearborn | Wayne County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | 1948 | 1996 | Darin and Armstrong, Inc of Detroit, Michigan | Hazelet and Erdal of Chicago, Illinois and Michigan State Highway Department | 4 | 6 | 119 | 36.27 | 224 | 68.28 | 90 | 27.43 | https://historicbridges.org/michigan/i94us12/little_zimg2022_20220529_125844_small.jpg | https://historicbridges.org/michigan/i94us12/little_zimg2022_20220529_125844.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/i94us12/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.326597,-83.160756 | ||||||||||||||||
| 8876 | Woodward and 8 Mile Tri-Level Intersection | M-1 and M-102 Tri-Level Intersection | This intersection between two major divided highways and its associated bridges, a jungle of beautiful R4 railing, was a major engineering achievement at the time and as such were officially found to be historic by MDOT and rehabilitated. The technical description of the main or most noteworthy span of the bridge is a 71.2 ft (21.7 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Darin and Armstrong, Inc of Detroit, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 42.446577 | -83.125057 | Woodward Avenue (M-1) | 8 Mile Road (M-102) | Detroit and Ferndale | Wayne County, Michigan and Oakland County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 0 | 0 | 1956 | 2006 | Darin and Armstrong, Inc of Detroit, Michigan | Michigan State Highway Department | 5 | 7 | 71.2 | 21.7 | 255 | 77.72 | 83 | 25.3 | https://historicbridges.org/michigan/8mile/main_small.jpg | https://historicbridges.org/michigan/8mile/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/8mile/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.446577,-83.125057 | |||||||||||||||
| 8877 | Holden Avenue Pedestrian Overpass | Holden Avenue Walkover | This may be one of the only pedestrian overpasses over Detroit expressways that retains its original railings. The technical description of the main or most noteworthy span of the bridge is a 77 ft (23.47 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 42.363038 | -83.078875 | Holden Avenue (Holden Street) (Pedestrian Walkway) | M-10 (John C. Lodge Freeway) | Detroit | Wayne County, Michigan | Michigan | United States | Metal | Through | Girder | Fixed | 0 | 4 | 0 | 0 | 1950 | 0 | Unknown | 4 | 6 | 77 | 23.47 | 225 | 68.58 | 12 | 3.66 | https://historicbridges.org/michigan/m10holden/little_m10holden_1529_small.jpg | https://historicbridges.org/michigan/m10holden/little_m10holden_1529.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m10holden/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.363038,-83.078875 | |||||||||||||||
| 8878 | ! | Miller-Rotunda Bridge | Miller-Rotunda Viaduct | This T-shaped bridge consisting of long approach ramps supported by riveted steel bents is extremely rare in Michigan. The technical description of the main or most noteworthy span of the bridge is a 62 ft (18.9 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.316280 | -83.161978 | Miller Road and Rotunda Drive | Railroad (Ford Railroad), Southern Avenue, and Ford Rouge Access Drive | Dearborn | Wayne County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 48 | 0 | 0 | 1931 | 1982 | Unknown | 4 | 6 | 62 | 18.9 | 1460.4 | 445.13 | 62 | 18.9 | https://historicbridges.org/michigan/millerrotunda/little_millerrotunda_5357_8_9vib_small.jpg | https://historicbridges.org/michigan/millerrotunda/little_millerrotunda_5357_8_9vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/millerrotunda/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.316280,-83.161978 | |||||||||||||||
| 8879 | ! | Jefferson-Hastings Bridges | Whether you consider this two bridges or one unique The technical description of the main or most noteworthy span of the bridge is a 71 ft (21.64 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Jutton-Kelly Company of Detroit, Michigan, Charles J. Rogers Construction Company, and Cooke Contracting Company. The bridge was primarily designed by Michigan State Highway Department. | 42.332437 | -83.036126 | Jefferson Avenue and Hastings Street (Chrysler Drive) | I-375 (Walter P. Chrysler Freeway) | Detroit | Wayne County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | 1962 | 0 | Jutton-Kelly Company of Detroit, Michigan, Charles J. Rogers Construction Company, and Cooke Contracting Company | Michigan State Highway Department | 3 | 6 | 71 | 21.64 | 137 | 41.76 | 40 | 12.19 | https://historicbridges.org/michigan/i375jefferson/little_zimg2022_20220529_100756_small.jpg | https://historicbridges.org/michigan/i375jefferson/little_zimg2022_20220529_100756.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/i375jefferson/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.332437,-83.036126 | |||||||||||||||
| 8880 | Ecorse Road Bridge | One of the most unusual steel stringer bridges in Michigan, this bridge is noted for its built-up steel bents, and for its extreme skew which resulted in a unique layout of the bents. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.255639 | -83.265006 | Ecorse Road | Railroad (Norfolk Southern) | Taylor | Wayne County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 14 | 0 | 0 | 1936 | 1995 | Unknown | 6 | 8 | 30 | 9.14 | 422 | 128.63 | 49.2 | 15 | https://historicbridges.org/michigan/ecorse/little_zimg2022_20220529_153748_small.jpg | https://historicbridges.org/michigan/ecorse/little_zimg2022_20220529_153748.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/ecorse/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.255639,-83.265006 | |||||||||||||||||
| 8881 | Zug Island Road Bridge | Bridge 141 | This bascule bridge features a combined highway and railroad deck, and is the main vehicular access to Zug Island. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Warren through truss, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. | 42.289176 | -83.109323 | Zug Island Road and Railroad (Norfolk Southern and Delray Connecting) | River Rouge | Detroit | Wayne County, Michigan | Michigan | United States | Metal | Warren | Rivet-Connected | Through | Truss | Movable: Single Leaf Bascule | Rolling Lift | 0 | 1 | 0 | 0 | 1914 | 0 | Pennsylvania Steel Company of Steelton, Pennsylvania | Scherzer Rolling Lift Bridge Company of Chicago, Illinois | 7 | 7 | 140 | 42.67 | 175 | 53.34 | 0 | 0 | https://historicbridges.org/michigan/zugisland/little_zugisland_4643_small.jpg | https://historicbridges.org/michigan/zugisland/little_zugisland_4643.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/zugisland/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.289176,-83.109323 | |||||||||||
| 8882 | Woodward Avenue Railroad Bridge | This grade separation, crossing what is essentially Main Street Detroit, was designed with exceptional architectural details compared to most overpasses. The technical description of the main or most noteworthy span of the bridge is a 95.8 ft (29.2 m) metal deck girder, fixed. The bridge was primarily built by D.W. Thurston of Detroit, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 42.367804 | -83.071686 | Railroad (Canadian National) | Woodward Avenue (M-1) | Detroit | Wayne County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 1 | Concrete | Slab | 0 | 2 | 1935 | 0 | D.W. Thurston of Detroit, Michigan | Michigan State Highway Department | 4 | 6 | 95.8 | 29.2 | 126 | 38.4 | 0 | 0 | https://historicbridges.org/michigan/woodwardrr/little_zimg2022_20220529_090835_small.jpg | https://historicbridges.org/michigan/woodwardrr/little_zimg2022_20220529_090835.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/woodwardrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.367804,-83.071686 | |||||||||||||
| 8883 | Grand River Avenue Railroad Bridge | This is a pair of plate girder overpasses noted for surviving R4 railing and other above-average architectural details. The technical description of the main or most noteworthy span of the bridge is a 89 ft (27.13 m) metal deck girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 42.349077 | -83.090232 | Railroad (Conrail) | Grand River Avenue (M-5) | Detroit | Wayne County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 1 | Concrete | Slab | Fixed | 0 | 2 | 1936 | 0 | Unknown | Michigan State Highway Department | 4 | 5 | 89 | 27.13 | 112 | 34.14 | 0 | 0 | https://historicbridges.org/michigan/grandriverrrs/little_zimg2022_20220529_093246_small.jpg | https://historicbridges.org/michigan/grandriverrrs/little_zimg2022_20220529_093246.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/grandriverrrs/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.349077,-83.090232 | ||||||||||||
| 8884 | Michigan Avenue Railroad Bridge East | This is one of three overpasses on this stretch of road noted for their attractive architectural detailing, including the unusual use of stone facing on the substructures. The technical description of the main or most noteworthy span of the bridge is a 75.8 ft (23.1 m) metal deck girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 42.331264 | -83.099512 | Railroad (Conrail) | Michigan Avenue (US-12) | Detroit | Wayne County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 2 | 0 | 0 | 1941 | 0 | Unknown | Michigan State Highway Department | 4 | 5 | 75.8 | 23.1 | 151 | 46.02 | 0 | 0 | https://historicbridges.org/michigan/us12east/little_zimg2022_20220529_112233_small.jpg | https://historicbridges.org/michigan/us12east/little_zimg2022_20220529_112233.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/us12east/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.331264,-83.099512 | |||||||||||||||
| 8885 | Scotten Avenue Bridge | This is one of three overpasses on this stretch of road noted for their attractive architectural detailing, including the unusual use of stone facing on the substructures. The technical description of the main or most noteworthy span of the bridge is a 42 ft (12.8 m) metal deck girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 42.331248 | -83.101304 | Scotten Avenue | Michigan Avenue (US-12) | Detroit | Wayne County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 2 | 0 | 0 | 1941 | 1999 | Unknown | Michigan State Highway Department | 1 | 2 | 42 | 12.8 | 144 | 43.89 | 42 | 12.8 | https://historicbridges.org/michigan/us12scotten/little_us12scotten_3929_30_31vib_small.jpg | https://historicbridges.org/michigan/us12scotten/little_us12scotten_3929_30_31vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/us12scotten/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.331248,-83.101304 | |||||||||||||||
| 8886 | Michigan Avenue Railroad Bridge West | This is one of three overpasses on this stretch of road noted for their attractive architectural detailing, including the unusual use of stone facing on the substructures. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal deck girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 42.331252 | -83.102873 | Railroad (Conrail) | Michigan Avenue (US-12) | Detroit | Wayne County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 2 | 0 | 0 | 1941 | 0 | Unknown | Michigan State Highway Department | 4 | 5 | 75 | 22.86 | 150 | 45.72 | 0 | 0 | https://historicbridges.org/michigan/us12west/little_zimg2022_20220529_112903_small.jpg | https://historicbridges.org/michigan/us12west/little_zimg2022_20220529_112903.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/us12west/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.331252,-83.102873 | |||||||||||||||
| 8887 | Lantz Street Railroad Bridge | This bridge is noted for its attractive architectural details, setting it aside the majority of railroad overpasses in Detroit, and is also noted for being a five block section of the never-completed Outer Drive. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) metal deck girder, fixed. The bridge was primarily built by Unknown. | 42.436990 | -83.104812 | Railroad (Canadian National) | Lantz Street (Outer Drive) | Detroit | Wayne County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 1 | Concrete | Slab | Fixed | 0 | 2 | 1938 | 0 | Unknown | 3 | 6 | 65 | 19.81 | 92 | 28.04 | 0 | 0 | https://historicbridges.org/michigan/lantz/little_lantz_7007_small.jpg | https://historicbridges.org/michigan/lantz/little_lantz_7007.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/lantz/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.436990,-83.104812 | |||||||||||||
| 8888 | State Fair Avenue Railroad Bridge | This railroad overpass stands out on city streets for its use of R4 railings, and this may be the result of this area formerly being home to the Michigan State Fairgrounds. The technical description of the main or most noteworthy span of the bridge is a 51.8 ft (15.79 m) metal deck girder, fixed. The bridge was primarily built by Unknown. | 42.439508 | -83.106863 | Railroad (Canadian National) | State Fair Avenue | Detroit | Wayne County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 3 | 0 | 0 | 1940 | 0 | Unknown | 2 | 4 | 51.8 | 15.79 | 85 | 25.91 | 0 | 0 | https://historicbridges.org/michigan/statefair/little_statefair_6962_small.jpg | https://historicbridges.org/michigan/statefair/little_statefair_6962.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/statefair/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.439508,-83.106863 | ||||||||||||||||
| 8889 | Outer Drive Railroad Bridge | This bridge is noted for its attractive architectural details, setting it aside the majority of railroad overpasses in Detroit, and is also noted for being a bridge built for this section of Outer Drive. The technical description of the main or most noteworthy span of the bridge is a 47 ft (14.33 m) metal deck girder, fixed. The bridge was primarily built by Unknown. | 42.249022 | -83.146923 | Railroad (Conrail) | Outer Drive | Ecorse | Wayne County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 2 | 0 | 0 | 1939 | 0 | Unknown | 3 | 4 | 47 | 14.33 | 99.7 | 30.39 | 0 | 0 | https://historicbridges.org/michigan/outerdriverr/little_outerdriverr_5777_small.jpg | https://historicbridges.org/michigan/outerdriverr/little_outerdriverr_5777.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/outerdriverr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.249022,-83.146923 | ||||||||||||||||
| 8890 | Telegraph Road Railroad Bridges | US-24 Railroad Bridges | This is a pair of railroad overpasses, one being older than the other, since the second bridge was built to accommodate the road's conversion into a divided highway. The technical description of the main or most noteworthy span of the bridge is a 66 ft (20.12 m) metal deck girder, fixed. The bridge was primarily built by Walbridge and Aldinger Company of Detroit, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 42.378486 | -83.275540 | Railroad (CSX) | Telegraph Road (US-24) | Redford Township | Wayne County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 3 | 0 | 0 | 1936 | 0 | Walbridge and Aldinger Company of Detroit, Michigan | Michigan State Highway Department | 4 | 5 | 66 | 20.12 | 95 | 28.96 | 0 | 0 | https://historicbridges.org/michigan/us24telegraphredford/little_zimg2022_20220601_175801_small.jpg | https://historicbridges.org/michigan/us24telegraphredford/little_zimg2022_20220601_175801.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/us24telegraphredford/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.378486,-83.275540 | ||||||||||||||
| 8891 | Telegraph Road Railroad Bridge | US-24 Railroad Bridge | This is one of several attractive railroad overpasses on Telegraph Road noted for their use of R4 railing. The technical description of the main or most noteworthy span of the bridge is a 53.8 ft (16.4 m) metal deck girder, fixed. The bridge was primarily built by Walbridge and Aldinger Company of Detroit, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 42.297817 | -83.271415 | Railroad (Conrail) | Telegraph Road (US-24) | Dearborn | Wayne County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 2 | 0 | 0 | 1937 | 0 | Walbridge and Aldinger Company of Detroit, Michigan | Michigan State Highway Department | 4 | 5 | 53.8 | 16.4 | 109 | 33.22 | 0 | 0 | https://historicbridges.org/michigan/us24telegraphdearbornrr/little_zimg2022_20220529_162524_small.jpg | https://historicbridges.org/michigan/us24telegraphdearbornrr/little_zimg2022_20220529_162524.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/us24telegraphdearbornrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.297817,-83.271415 | ||||||||||||||
| 8892 | Telegraph Road Railroad Bridge | US-24 Railroad Bridge | This is one of several attractive railroad overpasses on Telegraph Road noted for their use of R4 railing, and this one appears to have a story to tell. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) metal deck girder, fixed. The bridge was primarily built by Bryant and Detwiler Company. The bridge was primarily designed by Michigan State Highway Department. | 42.254381 | -83.270111 | Railroad (Norfolk Southern) | Telegraph Road (US-24) | Taylor | Wayne County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 4 | 0 | 0 | 1936 | 0 | Bryant and Detwiler Company | Michigan State Highway Department | 4 | 5 | 72 | 21.95 | 170 | 51.82 | 0 | 0 | https://historicbridges.org/michigan/us24telegraphtaylorrr/little_zimg2022_20220529_152403_small.jpg | https://historicbridges.org/michigan/us24telegraphtaylorrr/little_zimg2022_20220529_152403.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/us24telegraphtaylorrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.254381,-83.270111 | ||||||||||||||
| 8893 | M-59 Railroad Bridge | Highland Road Railroad Bridge | This classic 1930s railroad overpass with attractive architectural details was paired with a very utilitarian overpass when the highway was converted into a divided highway. The technical description of the main or most noteworthy span of the bridge is a 51 ft (15.54 m) metal deck girder, fixed. The bridge was primarily built by Jutton-Kelly Company of Detroit, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 42.641809 | -83.615887 | Railroad (CSX) | M-59 (Highland Road) | Highland Township | Oakland County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 3 | 0 | 0 | 1936 | 0 | Jutton-Kelly Company of Detroit, Michigan | Michigan State Highway Department | 4 | 6 | 51 | 15.54 | 72.8 | 22.19 | 0 | 0 | https://historicbridges.org/michigan/m59highland/little_zimg2022_20220601_200047_small.jpg | https://historicbridges.org/michigan/m59highland/little_zimg2022_20220601_200047.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m59highland/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.641809,-83.615887 | ||||||||||||||
| 8894 | Lansing Road Railroad Bridge | This skewed plate girder overpass bridge was fairly utilitarian for its age. The technical description of the main or most noteworthy span of the bridge is a 52.8 ft (16.09 m) metal deck girder, fixed. The bridge was primarily built by Unknown. | 42.722898 | -84.588344 | Railroad (Canadian National) | Lansing Road | Lansing | Ingham County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 2 | 0 | 0 | 1925 | 0 | Unknown | 1 | 1 | 52.8 | 16.09 | 100.7 | 30.69 | 0 | 0 | https://historicbridges.org/michigan/lansingrdrr/little_lansingrdrr_7922_3_4vib_small.jpg | https://historicbridges.org/michigan/lansingrdrr/little_lansingrdrr_7922_3_4vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/lansingrdrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.722898,-84.588344 | ||||||||||||||||
| 8895 | CN Grand River Railroad Bridge | This is one of several traditional railroad deck plate girder railroad bridges in Lansing. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal deck girder, fixed. The bridge was primarily built by Unknown. | 42.719246 | -84.554027 | Railroad (Canadian National) | Grand River and Lansing River Trail | Lansing | Ingham County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 3 | 0 | 0 | 0 | 0 | Unknown | 1 | 1 | 60 | 18.29 | 180 | 54.86 | 23 | 7.01 | https://historicbridges.org/michigan/lansingrr2/little_zimg_20220607_175317_small.jpg | https://historicbridges.org/michigan/lansingrr2/little_zimg_20220607_175317.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/lansingrr2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.719246,-84.554027 | ||||||||||||||||
| 8896 | CN Red Cedar River Railroad Bridge West | This is one of several traditional railroad deck plate girder railroad bridges in Lansing. The technical description of the main or most noteworthy span of the bridge is a 35 ft (10.67 m) metal deck girder, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 42.719231 | -84.539569 | Railroad (Canadian National) | Red Cedar River and Lansing River Trail | Lansing | Ingham County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 4 | 0 | 0 | 1934 | 0 | American Bridge Company of New York, New York | 1 | 1 | 35 | 10.67 | 140 | 42.67 | 23 | 7.01 | https://historicbridges.org/michigan/lansingrr3/little_lansingrr3_8387_8_9vib_small.jpg | https://historicbridges.org/michigan/lansingrr3/little_lansingrr3_8387_8_9vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/lansingrr3/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.719231,-84.539569 | ||||||||||||||||
| 8896 | Lansing River Trail Culvert | Technically an outfall for a drain, this culvert features ornate balustrade railings and pillars on the Grand River side like would be found on a real bridge. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel arch, fixed. The bridge was primarily built by Unknown. | 42.717387 | -84.558103 | Lansing River Trail | Storm Drain | Lansing | Ingham County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 1 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/moorepark/little_moorepark_8075_6_7vib_small.jpg | https://historicbridges.org/michigan/moorepark/little_moorepark_8075_6_7vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/moorepark/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.717387,-84.558103 | ||||||||||||||||
| 8897 | Livernois Avenue Railroad Bridge | Due to its location next to a railroad yard, this is a rather wide railroad overpass, and it is one of Detroit's most unique due to its architectural details found on no other bridges in the city. The technical description of the main or most noteworthy span of the bridge is a 47 ft (14.33 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.324133 | -83.115213 | Railroad (Conrail) | Livernois Avenue | Detroit | Wayne County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | Concrete | Slab | Fixed | 0 | 2 | 1936 | 0 | Unknown | 4 | 6 | 47 | 14.33 | 126 | 38.4 | 0 | 0 | https://historicbridges.org/michigan/livernois/little_zimg2022_20220529_114114_small.jpg | https://historicbridges.org/michigan/livernois/little_zimg2022_20220529_114114.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/livernois/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.324133,-83.115213 | ||||||||||||||
| 8898 | Junction Avenue Railroad Bridges | Original a unique group of five different plate girder overpasses crossing the road at different angles, now this slightly less unique group of bridges includes one modern, non-historic overpass. The technical description of the main or most noteworthy span of the bridge is a 61 ft (18.59 m) metal through girder, fixed. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. | 42.324964 | -83.106965 | Railroad (Norfolk Southern and Canadian National) | Junction Avenue | Detroit | Wayne County, Michigan | Michigan | United States | Metal | Through | Girder | Fixed | 0 | 1 | Metal | Deck | Girder | 0 | 2 | 1907 | 0 | Pennsylvania Steel Company of Steelton, Pennsylvania | 3 | 5 | 61 | 18.59 | 87 | 26.52 | 0 | 0 | https://historicbridges.org/michigan/junctiondetroit/little_junctiondetroit_4301_small.jpg | https://historicbridges.org/michigan/junctiondetroit/little_junctiondetroit_4301.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/junctiondetroit/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.324964,-83.106965 | |||||||||||||
| 8899 | Military Street Railroad Bridge | This railroad overpass is a good representative example of a county designed bridge with some modest architectural details. The technical description of the main or most noteworthy span of the bridge is a 46 ft (14.02 m) metal deck girder, fixed. The bridge was primarily built by Unknown. | 42.303098 | -83.250839 | Railroad (Conrail) (Former Michigan Central) | Military Street | Dearborn | Wayne County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 2 | 0 | 0 | 1940 | 0 | Unknown | 2 | 4 | 46 | 14.02 | 95 | 28.96 | 0 | 0 | https://historicbridges.org/michigan/militarydearborn/little_militarydearborn_6368_69_70vib_small.jpg | https://historicbridges.org/michigan/militarydearborn/little_militarydearborn_6368_69_70vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/militarydearborn/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.303098,-83.250839 | ||||||||||||||||
| 8900 | Inkster Road Railroad Bridge | Notable as a project of Depression-era relief funds, this railroad grade separation is noted for its architectural detailing. The technical description of the main or most noteworthy span of the bridge is a 59.7 ft (18.2 m) metal deck girder, fixed. The bridge was primarily built by Unknown. | 42.290897 | -83.309922 | Railroad (Conrail) (Former Michigan Central) | Inkster Road | Inkster | Wayne County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 1 | 0 | 0 | 1939 | 0 | Unknown | 3 | 5 | 59.7 | 18.2 | 65 | 19.81 | 0 | 0 | https://historicbridges.org/michigan/inksterrr/little_zimg2022_20220529_164731_small.jpg | https://historicbridges.org/michigan/inksterrr/little_zimg2022_20220529_164731.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/inksterrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.290897,-83.309922 | ||||||||||||||||
| 8901 | US-23 and Whitmore Lake Road Railroad Bridges | This railroad overpass is actually two separate bridges, one over US-23 and the other over Whitmore Lake Road. The technical description of the main or most noteworthy span of the bridge is a 76.8 ft (23.41 m) metal deck girder, fixed. The bridge was primarily built by Unknown. | 42.511638 | -83.758782 | Railroad (CSX) | US-23 and Whitmore Lake Road | Green Oak (Near Brighton) | Livingston County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 2 | 0 | 0 | 1961 | 0 | Unknown | 1 | 1 | 76.8 | 23.41 | 154 | 46.94 | 0 | 0 | https://historicbridges.org/michigan/us23whitmorelake/little_us23whitmorelake_7760_1_2vib_small.jpg | https://historicbridges.org/michigan/us23whitmorelake/little_us23whitmorelake_7760_1_2vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/us23whitmorelake/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.511638,-83.758782 | ||||||||||||||||
| 8902 | Beech-Daly Road Railroad Bridge | This riveted plate girder overpass has attractive railings. The technical description of the main or most noteworthy span of the bridge is a 68 ft (20.73 m) metal deck girder, fixed. The bridge was primarily built by Jutton-Kelly Company of Detroit, Michigan and American Bridge Company of New York, New York. | 42.377974 | -83.295176 | Railroad (CSX) | Beech-Daly Road | Redford Township | Wayne County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 1 | 0 | 0 | 1954 | 0 | Jutton-Kelly Company of Detroit, Michigan and American Bridge Company of New York, New York | 2 | 4 | 68 | 20.73 | 73.8 | 22.49 | 0 | 0 | https://historicbridges.org/michigan/beechdaly/little_zimg2022_20220601_181735_small.jpg | https://historicbridges.org/michigan/beechdaly/little_zimg2022_20220601_181735.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/beechdaly/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.377974,-83.295176 | ||||||||||||||||
| 8903 | ! | Brooklyn Avenue Pedestrian Overpass | Brooklyn Avenue Walkover | This pedestrian overpass is noted for retaining original R4 railing on the spiral ramp approach on the bridge's southern end. The technical description of the main or most noteworthy span of the bridge is a 111 ft (33.83 m) metal through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 42.357360 | -83.079129 | Brooklyn Avenue (Pedestrian Walkway) | I-94 (Edsel Ford Expressway) and Edsel Ford Service Drive | Detroit | Wayne County, Michigan | Michigan | United States | Metal | Through | Girder | Fixed | 0 | 5 | 0 | 0 | 1955 | 0 | Unknown | Michigan State Highway Department | 1 | 3 | 111 | 33.83 | 347 | 105.77 | 0 | 0 | https://historicbridges.org/michigan/i94brooklyn/little_i94brooklyn_2258_small.jpg | https://historicbridges.org/michigan/i94brooklyn/little_i94brooklyn_2258.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/i94brooklyn/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.357360,-83.079129 | |||||||||||||
| 8904 | 16th Street Railroad Bridge | These two bridges are traditional representative examples of the through plate girder variety of railroad overpass in Detroit. The technical description of the main or most noteworthy span of the bridge is a 42 ft (12.8 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 42.349867 | -83.089597 | Railroad (Conrail, Canadian National, and Amtrak Wolverine Line) | 16th Street | Detroit | Wayne County, Michigan | Michigan | United States | Metal | Through | Girder | Fixed | 0 | 3 | 0 | 0 | 1908 | 0 | Unknown | 1 | 2 | 42 | 12.8 | 88 | 26.82 | 0 | 0 | https://historicbridges.org/michigan/16thrr/little_16thrr_2891_small.jpg | https://historicbridges.org/michigan/16thrr/little_16thrr_2891.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/16thrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.349867,-83.089597 | ||||||||||||||||
| 8905 | Military Street Bridge | These bridge is a traditional representative example of the riveted stringer variety of railroad overpass in Detroit. The technical description of the main or most noteworthy span of the bridge is a 42 ft (12.8 m) metal continuous stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.324250 | -83.113836 | Railroad (Conrail) | Military Street | Detroit | Wayne County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | Continuous | 3 | 0 | 0 | 1908 | 0 | Unknown | 1 | 2 | 42 | 12.8 | 88 | 26.82 | 0 | 0 | https://historicbridges.org/michigan/militarydetroit/little_militarydetroit_4166_7_8vib_small.jpg | https://historicbridges.org/michigan/militarydetroit/little_militarydetroit_4166_7_8vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/militarydetroit/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.324250,-83.113836 | ||||||||||||||||
| 8906 | Southern Avenue Railroad Plate Girder Bridge | This plate girder overpass presents an interesting contrast to the truss bridge it sits next to. The technical description of the main or most noteworthy span of the bridge is a 109 ft (33.22 m) metal continuous through girder, fixed. The bridge was primarily built by Unknown. | 42.317511 | -83.160614 | Railroad (Ford) | Southern Avenue and Railroad (Norfolk Southern) | Detroit | Wayne County, Michigan | Michigan | United States | Metal | Through | Girder | Fixed | 0 | Continuous | 3 | 0 | 0 | 1924 | 0 | Unknown | 3 | 3 | 109 | 33.22 | 231 | 70.41 | 0 | 0 | https://historicbridges.org/michigan/southerngirder/little_zimg2022_20220529_141251_small.jpg | https://historicbridges.org/michigan/southerngirder/little_zimg2022_20220529_141251.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/southerngirder/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.317511,-83.160614 | |||||||||||||||
| 8907 | Selden Street Pedestrian Overpass | Selden Street Walkover | This pedestrian overpass is included on this website because of its unusual steel hammerhead pier. The technical description of the main or most noteworthy span of the bridge is a 63 ft (19.2 m) metal deck girder, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 42.345885 | -83.069285 | Selden Street (Pedestrian Walkway) | M-10 (John C. Lodge Expressway) | Detroit | Wayne County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 2 | 0 | 0 | 1953 | 0 | American Bridge Company of New York, New York | 1 | 1 | 63 | 19.2 | 125 | 38.1 | 0 | 0 | https://historicbridges.org/michigan/selden/little_selden_1979_small.jpg | https://historicbridges.org/michigan/selden/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/selden/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.345885,-83.069285 | |||||||||||||||
| 8908 | I-94 Railroad Bridge South | Detroit Industrial Expressway Railroad Bridge South | This railroad overpass bridge, one of three in this area, was built as part of one of Michigan's earliest freeways to connect the Detroit Terminal Railroad with New York Central. The technical description of the main or most noteworthy span of the bridge is a 67 ft (20.42 m) metal deck girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 42.321142 | -83.164900 | Railroad (Abandoned CSX) | I-94 (Detroit Industrial Expressway) | Dearborn | Wayne County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 4 | 0 | 0 | 1944 | 0 | Unknown | Michigan State Highway Department | 1 | 1 | 67 | 20.42 | 256 | 78.03 | 0 | 0 | https://historicbridges.org/michigan/i94rrsouth/little_i94rrsouth_4967_small.jpg | https://historicbridges.org/michigan/i94rrsouth/little_i94rrsouth_4967.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/i94rrsouth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.321142,-83.164900 | ||||||||||||||
| 8909 | I-94 Railroad Bridge Middle | Detroit Industrial Expressway Railroad Bridge Middle | This railroad overpass bridge, one of three in this area, was built as part of one of Michigan's earliest freeways. The technical description of the main or most noteworthy span of the bridge is a 58.7 ft (17.89 m) metal deck girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 42.321964 | -83.164230 | Railroad (Abandoned Conrail, Former Chesapeake and Ohio) | I-94 (Detroit Industrial Expressway) | Dearborn | Wayne County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 4 | 0 | 0 | 1943 | 0 | Unknown | Michigan State Highway Department | 1 | 1 | 58.7 | 17.89 | 233 | 71.02 | 0 | 0 | https://historicbridges.org/michigan/i94rrmiddle/little_i94rrmiddle_5054_small.jpg | https://historicbridges.org/michigan/i94rrmiddle/little_i94rrmiddle_5054.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/i94rrmiddle/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.321964,-83.164230 | ||||||||||||||
| 8910 | I-94 Railroad Bridge North | Detroit Industrial Expressway Railroad Bridge North | This railroad overpass bridge, one of three in this area, was built as part of one of Michigan's earliest freeways. The technical description of the main or most noteworthy span of the bridge is a 67 ft (20.42 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 42.322546 | -83.163861 | Railroad (CSX) | I-94 (Detroit Industrial Expressway) | Dearborn | Wayne County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 0 | 0 | 1944 | 0 | Unknown | Michigan State Highway Department | 1 | 1 | 67 | 20.42 | 256 | 78.03 | 0 | 0 | https://historicbridges.org/michigan/i94rrnorth/little_y-drive-i94-rr_6713_small.jpg | https://historicbridges.org/michigan/i94rrnorth/little_y-drive-i94-rr_6713.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/i94rrnorth/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.322546,-83.163861 | |||||||||||||||
| 8911 | Hamilton Avenue Railroad Bridges | John C. Lodge Service Drive Railroad Bridges | This is a pair of traditional plate girder overpass bridges. The technical description of the main or most noteworthy span of the bridge is a 59.7 ft (18.2 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 42.363569 | -83.079828 | John C. Lodge Service Drive (Former Hamilton Avenue) | Railroad (Conrail and Canadian National) | Detroit | Wayne County, Michigan | Michigan | United States | Metal | Through | Girder | Fixed | 0 | 3 | 0 | 0 | 1906 | 0 | Unknown | 1 | 2 | 59.7 | 18.2 | 84 | 25.6 | 0 | 0 | https://historicbridges.org/michigan/m10service/little_m10service_1631_small.jpg | https://historicbridges.org/michigan/m10service/little_m10service_1631.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m10service/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.363569,-83.079828 | |||||||||||||||
| 8912 | Holden Avenue Railroad Bridges | This is a trio of traditional concrete encased girder overpass bridges. The technical description of the main or most noteworthy span of the bridge is a 23 ft (7.01 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.362688 | -83.080710 | Railroad (Conrail and Canadian National) | Holden Avenue | Detroit | Wayne County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 4 | 0 | 0 | 1916 | 0 | Unknown | 1 | 1 | 23 | 7.01 | 78.7 | 23.99 | 0 | 0 | https://historicbridges.org/michigan/holdenrr/little_holdenrr_1628_small.jpg | https://historicbridges.org/michigan/holdenrr/little_holdenrr_1628.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/holdenrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.362688,-83.080710 | |||||||||||||||||
| 8913 | 3rd Avenue Railroad Bridges | At this location there are two 1914 concrete encased steel stringer bridges of four spans each, plus a (now abandoned) single span 1947 through plate girder span stuck in the middle. The technical description of the main or most noteworthy span of the bridge is a 23 ft (7.01 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.365458 | -83.077297 | Railroad (Conrail and Canadian National) | 3rd Avenue | Detroit | Wayne County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 4 | 0 | 0 | 1914 | 0 | Unknown | 1 | 1 | 23 | 7.01 | 72.8 | 22.19 | 0 | 0 | https://historicbridges.org/michigan/3rdrr/little_3rdrr_1715_small.jpg | https://historicbridges.org/michigan/3rdrr/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/3rdrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.365458,-83.077297 | |||||||||||||||||
| 8914 | M-10 Railroad Bridges | This is a representative example of a pair of riveted steel railroad overpasses on an mid 20th century Michigan expressway. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.364069 | -83.079565 | Railroad (Conrail and Canadian National) | M-10 (John C. Lodge Expressway) | Detroit | Wayne County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | 1949 | 0 | Unknown | 1 | 1 | 72 | 21.95 | 143 | 43.59 | 0 | 0 | https://historicbridges.org/michigan/m10lodgerr/little_zimg2022_20220529_075256_small.jpg | https://historicbridges.org/michigan/m10lodgerr/little_zimg2022_20220529_075256.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m10lodgerr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.364069,-83.079565 | |||||||||||||||||
| 8915 | I-94 14th Street Railroad Bridges | This is a representative example of a pair of riveted steel railroad overpasses on an mid 20th century Michigan expressway. The technical description of the main or most noteworthy span of the bridge is a 87 ft (26.52 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.354019 | -83.087133 | Railroad (Conrail and Canadian National) | I-94 (Edsel Ford Expressway) | Detroit | Wayne County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | 1955 | 0 | Unknown | 1 | 1 | 87 | 26.52 | 174 | 53.04 | 0 | 0 | https://historicbridges.org/michigan/i94_14thrr/little_i94_14thrr_6788_small.jpg | https://historicbridges.org/michigan/i94_14thrr/little_i94_14thrr_6788.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/i94_14thrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.354019,-83.087133 | |||||||||||||||||
| 8916 | I-94 Conner Street Railroad Bridges | This is a representative example of a pair of riveted steel railroad overpasses on an mid 20th century Michigan expressway. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.393665 | -82.991880 | Railroad (Conrail) | I-94 (Edsel Ford Expressway) | Detroit | Wayne County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | 1959 | 0 | Unknown | 1 | 1 | 65 | 19.81 | 127 | 38.71 | 0 | 0 | https://historicbridges.org/michigan/i94connerrr/little_i94connerrr_6899_small.jpg | https://historicbridges.org/michigan/i94connerrr/little_i94connerrr_6899.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/i94connerrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.393665,-82.991880 | |||||||||||||||||
| 8917 | I-94 Schaefer Road Railroad Bridge | This railroad overpass bridge was built as part of one of Michigan's earliest freeways. The technical description of the main or most noteworthy span of the bridge is a 68 ft (20.73 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.306026 | -83.177769 | Railroad (Conrail) | I-94 (Detroit Industrial Expressway) | Dearborn | Wayne County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 0 | 0 | 1945 | 0 | Unknown | 1 | 1 | 68 | 20.73 | 135.8 | 41.39 | 0 | 0 | https://historicbridges.org/michigan/i94shaeferrr/little_i94shaeferrr_6653_small.jpg | https://historicbridges.org/michigan/i94shaeferrr/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/i94shaeferrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.306026,-83.177769 | |||||||||||||||||
| 8918 | Chicken Creek Bridge | Bypassed and preserved for pedestrian use only, this is a rare example of a stone arch bridge in a part of the country where they are not common. The technical description of the main or most noteworthy span of the bridge is a 14.5 ft (4.42 m) stone Semicircular deck arch, fixed. The bridge was primarily built by Benjamin Franklin Metsker and Ike Babb. | 38.852465 | -95.344066 | East 850 Road | Burton's Branch Chicken Creek | Rural | Douglas County, Kansas | Kansas | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1913 | 1999 | Benjamin Franklin Metsker and Ike Babb | 7 | 7 | 14.5 | 4.42 | 42 | 12.8 | 15.3 | 4.66 | https://historicbridges.org/kansas/chickencreek/little_06-06-2022_034_small.jpg | https://historicbridges.org/kansas/chickencreek/little_06-06-2022_034.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/chickencreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.852465,-95.344066 | |||||||||||||||
| 8919 | Milford Suspension Bridge | Swing Bridge | This highly ornate suspension footbridge is one of only two known surviving suspension footbridges in the country built by the famous Berlin Iron Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. | 42.836552 | -71.645656 | Bridge Street (Pedestrian Walkway) | Souhegan River | Milford | Hillsborough County, New Hampshire | New Hampshire | United States | Metal | Pony Truss Stiffening | Wire Cable | Suspension | Fixed | 0 | 1 | 0 | 0 | 1889 | 0 | Berlin Iron Bridge Company of East Berlin, Connecticut | 9 | 9 | 200 | 60.96 | 200 | 60.96 | 0 | 0 | https://historicbridges.org/newhampshire/milford/little_fullbridgeviewfromsouthwest0118_small.jpg | https://historicbridges.org/newhampshire/milford/little_fullbridgeviewfromsouthwest0118.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newhampshire/milford/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.836552,-71.645656 | ||||||||||||||
| 8920 | Wells Bridge | With ornate portal bracing and built-up fishbelly floorbeams, this is a notable and likely quite old example of a Pratt truss bridge, and it has been bypassed and left in place for pedestrians.. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 42.366653 | -75.245379 | Bridge Street (CR-44) (Old Alignment) | Susquehanna River | Wells Bridge (Rural) | Otsego County, New York and Delaware County, New York | New York | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 9 | 2 | 0 | 0 | 1886 | 0 | King Bridge Company of Cleveland, Ohio | 8 | 8 | 125 | 38.1 | 250 | 76.2 | 0 | 0 | https://historicbridges.org/newyork/wellsbridge/little_southportal0032_small.jpg | https://historicbridges.org/newyork/wellsbridge/little_southportal0032.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/wellsbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.366653,-75.245379 | ||||||||||||||
| 8921 | Coons Crossing Bridge | Delmar Road Bridge | This bridge appears to be the work of the York Bridge Company based on its railing and other truss details. The technical description of the main or most noteworthy span of the bridge is a 87 ft (26.52 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by York Bridge Company of York, Pennsylvania. | 41.979474 | -78.227987 | Delmar Road (TR-437) (Coons Crossing Road) | Oswayo Creek | Rural | McKean County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1908 | 1962 | York Bridge Company of York, Pennsylvania | 7 | 7 | 87 | 26.52 | 89 | 27.13 | 13.8 | 4.21 | https://historicbridges.org/pennsylvania/cooncrossing/little_coonsx-ing23_small.jpg | https://historicbridges.org/pennsylvania/cooncrossing/little_coonsx-ing23.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/cooncrossing/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.979474,-78.227987 | |||||||||||||
| 8922 | Barrett Hill Road Bridge | County Bridge Number 35 | This arch has paneled railings and a hump-like design and resembles unusual concrete arch bridges which also exist in York County although it is unclear if this is just a coincidence. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by A. J. Macafee. | 41.785307 | -76.763861 | Barrett Hill Road (TR-532) | Sugar Creek | Troy | Bradford County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1921 | 0 | A. J. Macafee | 5 | 5 | 90 | 27.43 | 90 | 27.43 | 16.4 | 5 | https://historicbridges.org/pennsylvania/sugarcreekbridge/little_pointyarch14_small.jpg | https://historicbridges.org/pennsylvania/sugarcreekbridge/little_pointyarch14.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/sugarcreekbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.785307,-76.763861 | ||||||||||||||
| 8923 | Iron Trail Bridge | East Rock Park Footbridge | This bridge is a very rare example of a load-bearing lattice girder bridge in the United States, and it is also has a long span length for its type. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal Lattice through girder, fixed. The bridge was primarily built by Unknown. | 41.332970 | -72.909163 | Iron Trail | Mill River | New Haven | New Haven County, Connecticut | Connecticut | United States | Metal | Lattice | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 8 | 8 | 80 | 24.38 | 80 | 24.38 | 0 | 0 | https://historicbridges.org/connecticut/newhavenfoot/little_dsc_2676_small.jpg | https://historicbridges.org/connecticut/newhavenfoot/little_dsc_2676.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/newhavenfoot/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.332970,-72.909163 | ||||||||||||||
| 8925 | ! | Weidrick Road Bridge | This is a good example of a fairly old welded truss bridge from the mid 20th century. The technical description of the main or most noteworthy span of the bridge is a 98 ft (29.87 m) metal welded Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. | 42.100731 | -77.938917 | Weidrick Road | Genesee River | Rural | Allegany County, New York | New York | United States | Metal | Polygonal Warren | Welded | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 1953 | 1995 | Unknown | 3 | 6 | 98 | 29.87 | 103 | 31.39 | 16 | 4.88 | https://historicbridges.org/newyork/weidrickroad/little_weidrickrd41_small.jpg | https://historicbridges.org/newyork/weidrickroad/little_weidrickrd41.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/weidrickroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.100731,-77.938917 | |||||||||||||
| 8927 | Boonton Spur Railroad Bridge | Boonton Ironworks Railroad Bridge | This abandoned railroad bridge has what appear to be very old truss spans, plus a plate girder built by the Elmira Bridge Company. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Double-Intersection Warren deck truss, fixed. The bridge was primarily built by Elmira Bridge Company of Elmira, New York. | 40.903065 | -74.413365 | Railroad (Delaware, Lackawanna and Western) | Rockaway River | Boonton | Morris County, New Jersey | New Jersey | United States | Metal | Double-Intersection Warren | Rivet-Connected | Deck | Truss | Fixed | 8 | 2 | Metal | Deck | Girder | Fixed | 0 | 1 | 0 | 1900 | Elmira Bridge Company of Elmira, New York | 7 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newjersey/gracelordpark/little_gracelordpark11_small.jpg | https://historicbridges.org/newjersey/gracelordpark/little_gracelordpark11.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/gracelordpark/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.903065,-74.413365 | |||||||||
| 8928 | Boonton Railroad Bridge | An example of how railroads were ingenious when it came to making the most of what they had, this older 1880s Double-Warren truss was widened (likely in the early 20th century) with heavier Warren trusses. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. | 40.902807 | -74.409878 | Railroad (New Jersey Transit Boonton Line) | Rockaway River | Boonton | Morris County, New Jersey | New Jersey | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 8 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newjersey/boontonrr2/little_triple-decker4_small.jpg | https://historicbridges.org/newjersey/boontonrr2/little_triple-decker4.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/boontonrr2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.902807,-74.409878 | ||||||||||||||
| 8929 | Boonton Main Street Bridge | This unusual through plate girder overpass bridge is noted for its sidewalks with unusual concrete railing, its cambered deck, and partial concrete encasement. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) metal through girder, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 40.903299 | -74.408053 | Main Street (CR-511) | Railroad (New Jersey Transit Boonton Line) | Boonton | Morris County, New Jersey | New Jersey | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1927 | 0 | American Bridge Company of New York, New York | 4 | 6 | 65 | 19.81 | 71 | 21.64 | 34 | 10.36 | https://historicbridges.org/newjersey/boontonstation/little_boontonsta22_small.jpg | https://historicbridges.org/newjersey/boontonstation/little_boontonsta22.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/boontonstation/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.903299,-74.408053 | ||||||||||||||||
| 8930 | East Rock Road Bridge | This uncommon small-scale steel arch bridge located in a park setting was heavily rehabilitated. The technical description of the main or most noteworthy span of the bridge is a 84.3 ft (25.69 m) metal Solid Ribbed deck arch, fixed. The bridge was primarily built by Unknown. | 41.330404 | -72.909010 | East Rock Road | Mill River | New Haven | New Haven County, Connecticut | Connecticut | United States | Metal | Solid Ribbed | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 2013 | Unknown | 6 | 6 | 84.3 | 25.69 | 85 | 25.91 | 20 | 6.1 | https://historicbridges.org/connecticut/eastrockroad/little_ct-70m-6_small.jpg | https://historicbridges.org/connecticut/eastrockroad/little_ct-70m-6.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/eastrockroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.330404,-72.909010 | |||||||||||||||
| 8931 | Butler Bridge | Lester Bridge | This unique bridge, an unusual example of a tiny bridge designed by a famous engineer, has stone posts allowing for the bridge to bear at the level of the top chord, and a bottom chord that runs up to the top chord. The technical description of the main or most noteworthy span of the bridge is a 87.7 ft (26.73 m) metal pin-connected Pratt pony truss, fixed. The bridge was primarily built by Morison, Field and Company of Buffalo and New York, New York . The bridge was primarily designed by George Shattuck Morison. | 42.286967 | -73.332400 | Butler Road (Formerly North Glendale Road) | Housatonic River | Stockbridge | Berkshire County, Massachusetts | Massachusetts | United States | Metal | Pratt | Pin-Connected | Pony | Truss | Fixed | 7 | 1 | 0 | 0 | 1882 | 0 | Morison, Field and Company of Buffalo and New York, New York | George Shattuck Morison | 9 | 9 | 87.7 | 26.73 | 92 | 28.04 | 15.4 | 4.69 | https://historicbridges.org/massachusetts/butlerbridge/main_small.jpg | https://historicbridges.org/massachusetts/butlerbridge/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/butlerbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.286967,-73.332400 | ||||||||||||
| 8932 | Scenic Drive Bridge | This is a rare example of a historic timber pony truss highway bridge and is significant as a product of the Civilian Conservation Corps. The technical description of the main or most noteworthy span of the bridge is a 57 ft (17.37 m) wood Parker pony truss, fixed. The bridge was primarily built by Civilian Conservation Corps. | 38.567444 | -77.364405 | Scenic Drive | South Branch Quantico Creek | Rural | Prince William County, Virginia | Virginia | United States | Wood | Parker | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1940 | 2012 | Civilian Conservation Corps | 6 | 6 | 57 | 17.37 | 60 | 18.29 | 19.7 | 6 | https://historicbridges.org/virginia/timbertruss/little_timbertruss10_small.jpg | https://historicbridges.org/virginia/timbertruss/little_timbertruss10.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/timbertruss/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.567444,-77.364405 | |||||||||||||||
| 8933 | Fleetwood Drive Bridge | This abandoned pony truss bridge was built by the Walker Brothers, a mysterious company that either used or copied Groton Bridge Company of Groton, New York.. The technical description of the main or most noteworthy span of the bridge is a 87 ft (26.52 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Walker Brothers of Charles Town, West Virginia. | 38.616049 | -77.554505 | Fleetwood Drive (VA-611) (Abandoned Alignment) | Cedar Run | Rural | Prince William County, Virginia | Virginia | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Walker Brothers of Charles Town, West Virginia | 7 | 7 | 87 | 26.52 | 89.5 | 27.28 | 11 | 3.35 | https://historicbridges.org/virginia/fleetwoodrd/little_fleetwoodrd9_small.jpg | https://historicbridges.org/virginia/fleetwoodrd/little_fleetwoodrd9.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/fleetwoodrd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.616049,-77.554505 | ||||||||||||||
| 8934 | Neabsco Creek Railroad Bridge | This unusual trestle-like bridge is supported by steel bents instead of timber bents, yet the steel is arranged like timber bents, rather than the more common tower design usually seen with steel. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. | 38.600318 | -77.256707 | Railroad (CSX) | Neabsco Creek | Rural | Prince William County, Virginia | Virginia | United States | Metal | Deck | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/virginia/neabscocreeksteeltrestle/little_steeltrestle24_small.jpg | https://historicbridges.org/virginia/neabscocreeksteeltrestle/little_steeltrestle24.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/neabscocreeksteeltrestle/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.600318,-77.256707 | ||||||||||||||||
| 8936 | ! | Stone Mill Road Bridge | Dundee Gorge Bridge | This bridge is long abandoned and collapsing and almost completely buried in overgrowth. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. | 42.498068 | -76.957933 | Stone Mill Road | Big Stream | Rural | Yates County, New York | New York | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Groton Bridge Company of Groton, New York | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/dundeegorge/little_dundeegorge1_small.jpg | https://historicbridges.org/newyork/dundeegorge/little_dundeegorge1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/dundeegorge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.498068,-76.957933 | ||||||||||||
| 8937 | Hopeton Mills Bridge | Keuka Lake Outlet Bridge | This bridge, abandoned and at risk for collapse, has unusual details and has been closed so long there is no evidence of whatever road it served leading up to it. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. | 42.672425 | -76.969701 | Abandoned Road | Keuka Lake Outlet | Rural | Yates County, New York | New York | United States | Metal | Pratt | Pin-Connected | Half-Hip Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/keukalakeoutlet/little_keukalakeoutlet7_small.jpg | https://historicbridges.org/newyork/keukalakeoutlet/little_keukalakeoutlet7.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/keukalakeoutlet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.672425,-76.969701 | |||||||||||||
| 8938 | NY-7 Bridge | This bridge with its extreme skew has a main truss span plus a single girder line on only one side of the bridge at each end, to accommodate the skew. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 42.322425 | -75.327200 | NY-7 (Main Street) | Railroad (Delaware and Hudson) | Unadilla | Otsego County, New York | New York | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 8 | 1 | Metal | Through | Girder | 0 | 3 | 1933 | 2002 | Unknown | 7 | 7 | 90 | 27.43 | 332 | 101.19 | 29.5 | 8.99 | https://historicbridges.org/newyork/ny7overpass/little_ny7overpass025_small.jpg | https://historicbridges.org/newyork/ny7overpass/little_ny7overpass025.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ny7overpass/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.322425,-75.327200 | |||||||||||
| 8939 | ! | Middleton Bridge | This is an outstanding example of bridge built by one of the most prominent bridge builders in the state. The technical description of the main or most noteworthy span of the bridge is a 87 ft (26.52 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. | 43.609654 | -73.737434 | CR-10 to River Road (Unnamed Crossing) | Schroon River | Rural | Warren County, New York | New York | United States | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 1896 | 1969 | Groton Bridge Company of Groton, New York | 6 | 7 | 87 | 26.52 | 89 | 27.13 | 12.5 | 3.81 | https://historicbridges.org/newyork/schroonriver/little_schroon189621_small.jpg | https://historicbridges.org/newyork/schroonriver/little_schroon189621.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/schroonriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.609654,-73.737434 | |||||||||||||
| 8940 | Woodbridge Railroad Bridge | Richmond, Fredericksburg, and Potomac Railroad Bridge | This railroad bridge, reportedly designed and built by famous firms, features two Parker truss spans of attractive proportions and built-up member details with lattice. The technical description of the main or most noteworthy span of the bridge is a 255 ft (77.72 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. The bridge was primarily designed by Gustav Lindenthal. | 38.667367 | -77.240374 | Railroad (CSX and Amtrak) | Occoquan River | Woodbridge | Prince William County, Virginia and Fairfax County, Virginia | Virginia | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 7 | 2 | Metal | Deck | Girder | 0 | 6 | 1915 | 0 | Phoenix Bridge Company of Phoenixville, Pennsylvania | Gustav Lindenthal | 7 | 7 | 255 | 77.72 | 920 | 280.42 | 0 | 0 | https://historicbridges.org/virginia/occoquanriverrfprailroad/little_marc-occoquanrvr53_small.jpg | https://historicbridges.org/virginia/occoquanriverrfprailroad/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/occoquanriverrfprailroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.667367,-77.240374 | |||||||||
| 8941 | Cooper Street Bridge | While altered significantly by widening with beams, this is one of the few remaining bridges of historic age surviving in Jackson. The technical description of the main or most noteworthy span of the bridge is a 36.7 ft (11.19 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 42.247289 | -84.400457 | Cooper Street (M-50, BL-94, and US-127 Business) | Grand River | Jackson | Jackson County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1915 | 1967 | Unknown | 2 | 6 | 36.7 | 11.19 | 73.8 | 22.49 | 51.8 | 15.79 | https://historicbridges.org/michigan/jacksoncooper/little_jasonholloway-20220628_181350_small.jpg | https://historicbridges.org/michigan/jacksoncooper/little_jasonholloway-20220628_181350.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/jacksoncooper/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.247289,-84.400457 | |||||||||||||||
| 8942 | Kalamazoo Railroad Bridge | This deck plate girder bridge is noted for its older portion, which consists of stone abutments, and has later been widened with concrete and additional riveted girders. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) metal deck girder, fixed. The bridge was primarily built by Unknown. | 42.295850 | -85.572850 | Railroad (Amtrak) | Kalamazoo River | Kalamazoo | Kalamazoo County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 4 | 0 | 0 | 0 | 0 | Unknown | 3 | 5 | 65 | 19.81 | 325 | 99.06 | 26 | 7.92 | https://historicbridges.org/michigan/kzoorr/little_jasonholloway-20220617_181939_small.jpg | https://historicbridges.org/michigan/kzoorr/little_jasonholloway-20220617_181939.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/kzoorr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.295850,-85.572850 | ||||||||||||||||
| 8943 | Parchment Railroad Bridge | This simple steel stringer bridge on timber bents is a remnant of this abandoned railroad line and the paper mill complex that gave Parchment its name. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.320536 | -85.573789 | Railroad (Abandoned Norfolk Southern) | Kalamazoo River | Parchment | Kalamazoo County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 0 | 0 | 0 | 0 | 0 | Unknown | 1 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/parchmentrr/main_small.jpg | https://historicbridges.org/michigan/parchmentrr/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/parchmentrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.320536,-85.573789 | |||||||||||||||||
| 8944 | ! | Caverns Road Bridge | Schoharie County Bridge 7 | This polygonal Warren pony truss bridge has attractive proportions and built-up beams with lacing. The technical description of the main or most noteworthy span of the bridge is a 95 ft (28.96 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 42.688674 | -74.405490 | Caverns Road (CR-9) | Cobleskill Creek | Rural | Schoharie County, New York | New York | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1928 | 0 | American Bridge Company of New York, New York | 6 | 6 | 95 | 28.96 | 99 | 30.18 | 20 | 6.1 | https://historicbridges.org/newyork/cavernsroad/little_bramanville17_small.jpg | https://historicbridges.org/newyork/cavernsroad/little_bramanville17.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/cavernsroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.688674,-74.405490 | ||||||||||||
| 8945 | Harvey Bridge | This single span riveted truss bridge has approach spans that appear to be replacements, suggesting this may have been originally a multi-span truss bridge. The technical description of the main or most noteworthy span of the bridge is a 85 ft (25.91 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 43.354730 | -74.998589 | Harvey Bridge Road | West Canada Creek | Rural | Herkimer County, New York | New York | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1895 | 0 | Unknown | 6 | 7 | 85 | 25.91 | 248 | 75.59 | 16 | 4.88 | https://historicbridges.org/newyork/harveysbridge/little_harveysbridge4_small.jpg | https://historicbridges.org/newyork/harveysbridge/little_harveysbridge4.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/harveysbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.354730,-74.998589 | |||||||||||
| 8946 | Michigan Avenue Bridge | This unusual skewed lift bridge has a colorful history which has resulted in a 1960 superstructure sitting on a 1930 substructure. The technical description of the main or most noteworthy span of the bridge is a 236 ft (71.93 m) metal rivet-connected Pratt through truss, movable: vertical lift, Span Drive. The bridge was primarily built by Ernst Steel Corporation of Cheektowaga, New York. The bridge was primarily designed by McFarland-Johnson, Inc. of Binghamton, New York. | 42.871609 | -78.872818 | Michigan Avenue | Buffalo River | Buffalo | Erie County, New York | New York | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Movable: Vertical Lift | Span Drive | 10 | 1 | 0 | 0 | 1960 | 1996 | Ernst Steel Corporation of Cheektowaga, New York | McFarland-Johnson, Inc. of Binghamton, New York | 6 | 7 | 236 | 71.93 | 246 | 74.98 | 38 | 11.58 | https://historicbridges.org/newyork/michavenys/little_michave4_small.jpg | https://historicbridges.org/newyork/michavenys/little_michave4.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/michavenys/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.871609,-78.872818 | ||||||||||||
| 8947 | Commerce Street Railroad Bridge | This classic plate girder is noted as a documented work by the famous King Bridge Company, and it has one larger span over the creek and two smaller spans over the street. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal deck girder, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 42.591559 | -83.601561 | Railroad (CSX) (Former Pere Marquette) | Commerce Street and Pettibone Creek | Milford | Oakland County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 3 | 0 | 0 | 1907 | 0 | King Bridge Company of Cleveland, Ohio | 3 | 5 | 50 | 15.24 | 112 | 34.14 | 0 | 0 | https://historicbridges.org/michigan/milfordcommerce/little_milfordcommercezimg_20220703_090400_small.jpg | https://historicbridges.org/michigan/milfordcommerce/little_milfordcommercezimg_20220703_090400.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/milfordcommerce/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.591559,-83.601561 | ||||||||||||||||
| 8948 | Main Street Railroad Bridge | Main Street was a dirt road when this traditional plate girder overpass bridge was built! The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal deck girder, fixed. The bridge was primarily built by Lackawanna Bridge Company of Buffalo, New York. | 42.588312 | -83.600340 | Railroad (CSX) (Former Pere Marquette) | Main Street | Milford | Oakland County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 2 | 0 | 0 | 1902 | 0 | Lackawanna Bridge Company of Buffalo, New York | 3 | 4 | 50 | 15.24 | 110 | 33.53 | 0 | 0 | https://historicbridges.org/michigan/milfordmain/little_milfordmainzimg_20220703_091646_small.jpg | https://historicbridges.org/michigan/milfordmain/little_milfordmainzimg_20220703_091646.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/milfordmain/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.588312,-83.600340 | ||||||||||||||||
| 8949 | Milford Huron River Railroad Bridge | Largely unaltered, in good condition, and with a dated keystone, this handsome stone arch bridge is one of the most significant historic bridges surviving in Oakland County today. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 42.587085 | -83.599867 | Railroad (CSX) (Former Pere Marquette) | Huron River | Milford | Oakland County, Michigan | Michigan | United States | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1888 | 0 | Unknown | 5 | 8 | 30 | 9.14 | 30 | 9.14 | 0 | 0 | https://historicbridges.org/michigan/milfordstone/little_milfordstonezimg_20220703_092125_small.jpg | https://historicbridges.org/michigan/milfordstone/little_milfordstonezimg_20220703_092125.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/milfordstone/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.587085,-83.599867 | |||||||||||||||
| 8950 | Cesar E. Chavez Avenue Railroad Bridge | Oakland Avenue Railroad Bridge | This railroad overpass is unusual because it features a cantilevered deck, which is unusual for railroad bridges. The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.661661 | -83.323236 | Railroad (Canadian National) | Cesar E. Chavez Avenue (Former Oakland Avenue) (US-24 Business) | Pontiac | Oakland County, Michigan | Michigan | United States | Metal (Concrete Encased) | Stringer (Multi-Beam) | Fixed | 0 | 3 | 0 | 0 | 1927 | 0 | Unknown | 2 | 4 | 64 | 19.51 | 124 | 37.8 | 0 | 0 | https://historicbridges.org/michigan/pontiac2/little_pontiac2zimg_20220703_101222_small.jpg | https://historicbridges.org/michigan/pontiac2/little_pontiac2zimg_20220703_101222.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/pontiac2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.661661,-83.323236 | ||||||||||||||||
| 8950 | Telegraph Road Railroad Bridge | US-24 Railroad Bridge | This bridge has sidewalk span details that differ from other railroad overpasses in the greater metro Detroit area. The technical description of the main or most noteworthy span of the bridge is a 42 ft (12.8 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.664141 | -83.332823 | Railroad (Canadian National) | Telegraph Road (US-24) | Pontiac and Waterford Township | Oakland County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | Concrete | Slab | Fixed | 0 | 2 | 1928 | 0 | Unknown | 2 | 4 | 42 | 12.8 | 64 | 19.51 | 0 | 0 | https://historicbridges.org/michigan/pontiac1/little_pontiac1_9125_small.jpg | https://historicbridges.org/michigan/pontiac1/little_pontiac1_9125.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/pontiac1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.664141,-83.332823 | |||||||||||||
| 8951 | Scale Drive Bridge | This is an increasingly uncommon example of a small-scale bridge using a railing design unique to Michigan, and matching the architecture of other larger period bridges. The technical description of the main or most noteworthy span of the bridge is a 15 ft (4.57 m) concrete arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. | 42.665788 | -84.123859 | Scale Drive | Handy No. 5 Drain | Rural | Livingston County, Michigan | Michigan | United States | Concrete | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | Michigan State Highway Department | 1 | 3 | 15 | 4.57 | 20 | 6.1 | 30 | 9.14 | https://historicbridges.org/michigan/scaledrive/little_scaledrivezimg_20220703_081350_small.jpg | https://historicbridges.org/michigan/scaledrive/little_scaledrivezimg_20220703_081350.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/scaledrive/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.665788,-84.123859 | ||||||||||||||||
| 8953 | Rose Steet Footbridge | This is a simple riveted pedestrian pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 37.324488 | -81.309804 | Pedestrian Walkway | Bluestone River | Bramwell | Mercer County, West Virginia | West Virginia | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 5 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/wvirginia/kate2/little_marc-oldpedtruss1_small.jpg | https://historicbridges.org/wvirginia/kate2/little_marc-oldpedtruss1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/kate2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.324488,-81.309804 | ||||||||||||||
| 8954 | Caruthersville Bridge | Despite its young age, this bridge is featured on HistoricBridges.org due to its regional importance as the only crossing over the river between Cairo and Memphis. The technical description of the main or most noteworthy span of the bridge is a 920 ft (280.42 m) metal continuous bolt-connected Warren through truss, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by Sverdrup and Parcel of St. Louis, Missouri. | 36.114767 | -89.612884 | I-155 and US-412 | Mississippi River | Rural | Pemiscot County, Missouri and Dyer County, Tennessee | Missouri and Tennessee | United States | Metal | Warren | Bolt-Connected | Through | Truss | Fixed | 0 | Continuous | 2 | Pre-Stressed Concrete | Stringer (Multi-Beam) | Fixed | 0 | 57 | 1976 | 0 | Bethlehem Steel Company of Bethlehem, Pennsylvania | Sverdrup and Parcel of St. Louis, Missouri | 1 | 6 | 920 | 280.42 | 7102.4 | 2164.81 | 78 | 23.77 | https://historicbridges.org/missouri/caruthersville/little_caruthersville_dyercountytn_8975_small.jpg | https://historicbridges.org/missouri/caruthersville/little_caruthersville_dyercountytn_8975.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/caruthersville/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.114767,-89.612884 | |||||||||
| 8955 | Hargrove Bridge | One of the only surviving examples of Miller and Borcherding's unusual truss design, this bridge is even more unique because these trusses were used in a swing bridge. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Miller and Borcherding through truss, movable: swing, Center Bearing Center Pier. The bridge was primarily built by Miller and Borcherding Bridge Builders of St. Louis, Missouri. | 36.646916 | -90.300526 | CR-658 | Black River | Rural | Butler County, Missouri | Missouri | United States | Metal | Miller and Borcherding | Rivet-Connected | Through | Truss | Movable: Swing | Center Bearing Center Pier | 6 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 5 | 1917 | 2000 | Miller and Borcherding Bridge Builders of St. Louis, Missouri | 8 | 9 | 100 | 30.48 | 220 | 67.06 | 16.1 | 4.91 | https://historicbridges.org/missouri/hargrove_butlercountymo/little_hargrove_butlercountymo_8754_small.jpg | https://historicbridges.org/missouri/hargrove_butlercountymo/little_hargrove_butlercountymo_8754.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/hargrove_butlercountymo/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.646916,-90.300526 | ||||||||||
| 8956 | Lenox Bridge | Boothspoint Road Bridge | This rare example of a small-scale truss swing bridge was relocated and preserved for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 165 ft (50.29 m) metal pin-connected Pratt pony truss, movable: swing, Center Bearing Center Pier. The bridge was primarily built by Vincennes Bridge Company of Vincennes, Indiana. | 36.101501 | -89.442285 | Pedestrian Walkway | Lewis Creek Tributary Lake | Dyersburg | Dyer County, Tennessee | Tennessee | United States | Metal | Pratt | Pin-Connected | Pony | Truss | Movable: Swing | Center Bearing Center Pier | 0 | 1 | 0 | 0 | 1917 | 1988 | Vincennes Bridge Company of Vincennes, Indiana | 7 | 9 | 165 | 50.29 | 165 | 50.29 | 14 | 4.27 | https://historicbridges.org/tennessee/lenox_dyercountytn/little_lenox_dyercountytn_9067_small.jpg | https://historicbridges.org/tennessee/lenox_dyercountytn/little_lenox_dyercountytn_9067.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/lenox_dyercountytn/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.101501,-89.442285 | ||||||||||||
| 8957 | TN-104 Bridge | This is a good example of a state design truss bridge with t-beam approaches, with adjustments to the portal bracing clearance being the only major alteration. The technical description of the main or most noteworthy span of the bridge is a 101 ft (30.78 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Virginia Bridge Company of Roanoke, Virginia. The bridge was primarily designed by Tennessee State Highway Department. | 36.049008 | -89.557215 | TN-104 | Obion River | Rural | Dyer County, Tennessee | Tennessee | United States | Metal | Pratt | Rivet-Connected | Through | Truss | Fixed | 5 | 1 | Concrete | T-Beam | Fixed | 0 | 12 | 1948 | 1993 | Virginia Bridge Company of Roanoke, Virginia | Tennessee State Highway Department | 5 | 6 | 101 | 30.78 | 551 | 167.94 | 24 | 7.32 | https://historicbridges.org/tennessee/obionriver_dyercountytn/little_obionriver_dyercountytn_9043_small.jpg | https://historicbridges.org/tennessee/obionriver_dyercountytn/little_obionriver_dyercountytn_9043.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/obionriver_dyercountytn/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.049008,-89.557215 | ||||||||||
| 8959 | Knotts Bridge | This abandoned and deteriorated bridge is noted for its Camelback truss configuration and its lacing on the top chord instead of cover plate. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by Vincennes Bridge Company of Vincennes, Indiana. | 36.611185 | -89.463085 | CR-732 | St. Johns Bayou | Rural | Missouri | United States | Metal | Camelback | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1917 | 1980 | Vincennes Bridge Company of Vincennes, Indiana | 7 | 9 | 140 | 42.67 | 144 | 43.89 | 14 | 4.27 | https://historicbridges.org/missouri/knotts_newmadridcountymo/little_knotts_newmadridcountymo_8029_small.jpg | https://historicbridges.org/missouri/knotts_newmadridcountymo/little_knotts_newmadridcountymo_8029.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/knotts_newmadridcountymo/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.611185,-89.463085 | |||||||||||||||
| 8960 | Gipsy Bridge | Old Zalma Bridge | This abandoned truss bridge, relocated long ago, is also part of an unusual setting where one historic truss bridge was replaced with another historic truss bridge. The technical description of the main or most noteworthy span of the bridge is a 117 ft (35.66 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Stupp Brothers Bridge and Iron Company of St. Louis, Missouri. | 37.154298 | -90.184906 | CR-736 (Abandoned Alignment) | Lick Log Creek | Rural | Bollinger County, Missouri | Missouri | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 7 | 1 | 0 | 0 | 1900 | 1936 | Stupp Brothers Bridge and Iron Company of St. Louis, Missouri | 7 | 7 | 117 | 35.66 | 117 | 35.66 | 11.8 | 3.6 | https://historicbridges.org/missouri/licklogcreek_sbollingercountymo2/little_licklogcreek_sbollingercountymo_8423_small.jpg | https://historicbridges.org/missouri/licklogcreek_sbollingercountymo2/little_licklogcreek_sbollingercountymo_8423.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/licklogcreek_sbollingercountymo2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.154298,-90.184906 | |||||||||||||
| 8961 | CR-736 Bridge | This truss bridge is part of an unusual setting where one historic truss bridge was replaced with another historic truss bridge. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Missouri State Highway Commission. | 37.153932 | -90.185100 | CR-736 | Lick Log Creek | Rural | Bollinger County, Missouri | Missouri | United States | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1922 | 1995 | Unknown | Missouri State Highway Commission | 5 | 6 | 60 | 18.29 | 62 | 18.9 | 19.4 | 5.91 | https://historicbridges.org/missouri/licklogcreek_sbollingercountymo/little_licklogcreek_sbollingercountymo_8354_small.jpg | https://historicbridges.org/missouri/licklogcreek_sbollingercountymo/little_licklogcreek_sbollingercountymo_8354.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/licklogcreek_sbollingercountymo/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.153932,-90.185100 | |||||||||||||
| 8962 | Kaskaskia Street Bridge | Riley Lake Road Bridge | The unique portal bracing on this bridge suggests this is the work of the famous King Bridge Company. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 37.982247 | -89.922170 | Kaskaskia Street (Riley Lake Road) (Abandoned Alignment) | Riley Creek | Rural | Randolph County, Illinois | Illinois | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 1893 | 0 | King Bridge Company of Cleveland, Ohio | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/rileylake/little_rileylake_9210_small.jpg | https://historicbridges.org/illinois/rileylake/little_rileylake_9210.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/rileylake/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.982247,-89.922170 | |||||||||||||
| 8963 | Rock Bridge | This stone arch bridge is abandoned and extremely deteriorated. The technical description of the main or most noteworthy span of the bridge is a 13 ft (3.96 m) stone and brick deck arch, fixed. The bridge was primarily built by Unknown. | 37.898331 | -89.822128 | Rock Bridge Road (Abandoned Alignment) | Tributary to Mississippi River | Chester | Randolph County, Illinois | Illinois | United States | Stone and Brick | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 5 | 13 | 3.96 | 0 | 0 | 0 | 0 | https://historicbridges.org/illinois/rock_chesterilrandolphcounty/little_rock_chesterilrandolphcounty_9173_small.jpg | https://historicbridges.org/illinois/rock_chesterilrandolphcounty/little_rock_chesterilrandolphcounty_9173.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/rock_chesterilrandolphcounty/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.898331,-89.822128 | ||||||||||||||||
| 8964 | CR-714 Bridge | This is one of only a couple surviving trusses built by Miller and Borcherding that feature the company's unique truss configuration. The technical description of the main or most noteworthy span of the bridge is a 39 ft (11.89 m) metal rivet-connected Miller and Borcherding pony truss, fixed. The bridge was primarily built by Miller and Borcherding Bridge Builders of St. Louis, Missouri. | 37.085790 | -90.099986 | CR-714 | Slagle Creek | Rural | Bollinger County, Missouri | Missouri | United States | Metal | Miller and Borcherding | Rivet-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1925 | 0 | Miller and Borcherding Bridge Builders of St. Louis, Missouri | 7 | 7 | 39 | 11.89 | 40 | 12.19 | 12 | 3.66 | https://historicbridges.org/missouri/slaglecreek_bollingercountymo/little_slaglecreek_bollingercountymo_8337_small.jpg | https://historicbridges.org/missouri/slaglecreek_bollingercountymo/little_slaglecreek_bollingercountymo_8337.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/slaglecreek_bollingercountymo/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.085790,-90.099986 | ||||||||||||||
| 8965 | Hendrickson Bridge | Today bypassed and abandoned, this bridge with its highly unusual skew design was originally a three span truss, until one span was hit by a truck and collapsed in 1965. The technical description of the main or most noteworthy span of the bridge is a 202 ft (61.57 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Service Construction Company of Poplar Bluff, Missouri. | 36.904657 | -90.479742 | US-67 (Abandoned Alignment) | Black River | Hendrickson | Butler County, Missouri | Missouri | United States | Metal | Parker | Rivet-Connected | Through | Truss | Fixed | 11 | 2 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 4 | 1934 | 0 | Service Construction Company of Poplar Bluff, Missouri | 6 | 8 | 202 | 61.57 | 525.8 | 160.26 | 22 | 6.71 | https://historicbridges.org/missouri/hendrickson_butlercountymo/little_hendrickson_butlercountymo_8630_small.jpg | https://historicbridges.org/missouri/hendrickson_butlercountymo/little_hendrickson_butlercountymo_8630.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/hendrickson_butlercountymo/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.904657,-90.479742 | |||||||||||
| 8966 | Sedgewickville Bridge | This is a rare surviving example of a highway plate girder bridge in Missouri. The technical description of the main or most noteworthy span of the bridge is a 103.4 ft (31.52 m) metal through girder, fixed. The bridge was primarily built by Kelly and Underwood of Granby, Missouri. The bridge was primarily designed by Missouri State Highway Commission. | 37.534685 | -89.917036 | MO-K | Whitewater River | Rural | Bollinger County, Missouri | Missouri | United States | Metal | Through | Girder | Fixed | 0 | 3 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 1936 | 0 | Kelly and Underwood of Granby, Missouri | Missouri State Highway Commission | 5 | 6 | 103.4 | 31.52 | 356 | 108.51 | 22 | 6.71 | https://historicbridges.org/missouri/sedgewickville_bollingercountymo/little_sedgewickville_bollingercountymo_8160_small.jpg | https://historicbridges.org/missouri/sedgewickville_bollingercountymo/little_sedgewickville_bollingercountymo_8160.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/sedgewickville_bollingercountymo/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.534685,-89.917036 | ||||||||||||
| 8967 | Whitewater Bridge | This is a late example of a polygonal Warren pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 120.4 ft (36.7 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Universal Bridge Company. The bridge was primarily designed by Missouri State Highway Commission. | 37.232650 | -89.802008 | MO-A (Carrie Street) | Whitewater River | Whitewater | Cape Girardeau County, Missouri | Missouri | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 12 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 2 | 1954 | 0 | Universal Bridge Company | Missouri State Highway Commission | 4 | 5 | 120.4 | 36.7 | 221 | 67.36 | 22 | 6.71 | https://historicbridges.org/missouri/whitewater_capegirardeaucountymo/little_whitewater_capegirardeaucountymo_8110_small.jpg | https://historicbridges.org/missouri/whitewater_capegirardeaucountymo/little_whitewater_capegirardeaucountymo_8110.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/whitewater_capegirardeaucountymo/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.232650,-89.802008 | ||||||||||
| 8968 | 4 Mile Level Road Bridge | This traditional state standard pony truss bridge is located on reservation land. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by New York State Department of Public Works. | 42.542828 | -79.015235 | NY-438 (4 Mile Level Road) | Clear Creek | Rural | Erie County, New York | New York | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 8 | 1 | 0 | 0 | 1935 | 1992 | Unknown | New York State Department of Public Works | 5 | 6 | 125 | 38.1 | 128 | 39.01 | 24 | 7.32 | https://historicbridges.org/newyork/rezz-clearcreek/little_senecaresv37_small.jpg | https://historicbridges.org/newyork/rezz-clearcreek/little_senecaresv37.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/rezz-clearcreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.542828,-79.015235 | |||||||||||||
| 8969 | Old Glenallen Road Bridge | This truss bridge features two different truss types. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal rivet-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. | 37.316538 | -90.027296 | Old Glenallen Road | Little Crooked Creek | Glenallen | Bollinger County, Missouri | Missouri | United States | Metal | Pratt | Rivet-Connected | Half-Hip Pony | Truss | Fixed | 4 | 1 | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 3 | 1 | 1908 | 0 | Unknown | 6 | 6 | 60 | 18.29 | 102 | 31.09 | 12 | 3.66 | https://historicbridges.org/missouri/glenallen_bollingercountymo/little_glenallen_bollingercountymo_8233_small.jpg | https://historicbridges.org/missouri/glenallen_bollingercountymo/little_glenallen_bollingercountymo_8233.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/glenallen_bollingercountymo/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.316538,-90.027296 | ||||||||
| 8970 | Little Valley Church Bridge | This is a traditional small riveted pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 48 ft (14.63 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 37.197574 | -89.981415 | CR-524 | Cane Creek | Rural | Bollinger County, Missouri | Missouri | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 3 | 1 | Metal | Girder | Fixed | 0 | 1 | 1922 | 0 | Unknown | 4 | 5 | 48 | 14.63 | 67 | 20.42 | 13.5 | 4.11 | https://historicbridges.org/missouri/littlevalleychurch_bollingercountymo/little_littlevalleychurch_bollingercountymo_8205_small.jpg | https://historicbridges.org/missouri/littlevalleychurch_bollingercountymo/little_littlevalleychurch_bollingercountymo_8205.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/littlevalleychurch_bollingercountymo/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.197574,-89.981415 | |||||||||||
| 8971 | CR-403 Bridge | This is a tiny pony truss bridge in a rural setting. The technical description of the main or most noteworthy span of the bridge is a 51 ft (15.54 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Missouri State Highway Commission. | 36.996524 | -90.460734 | CR-403 (Old US-67) | Otter Creek | Rural | Wayne County, Missouri | Missouri | United States | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | Fixed | 4 | 1 | Concrete | T-Beam | Fixed | 0 | 2 | 1924 | 0 | Unknown | Missouri State Highway Commission | 4 | 5 | 51 | 15.54 | 116 | 35.36 | 20 | 6.1 | https://historicbridges.org/missouri/coolsprings_waynecountymo/little_coolsprings_waynecountymo_8590_small.jpg | https://historicbridges.org/missouri/coolsprings_waynecountymo/little_coolsprings_waynecountymo_8590.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/coolsprings_waynecountymo/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.996524,-90.460734 | ||||||||||
| 8972 | Patterson Bridge | This two span pony truss bridge has a larger Warren truss span and a smaller Pratt truss span. The technical description of the main or most noteworthy span of the bridge is a 91 ft (27.74 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Missouri State Highway Commission. | 37.191038 | -90.538708 | CR-312 (Old MO-34) | Clark Creek | Rural | Wayne County, Missouri | Missouri | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 9 | 1 | Metal | Pratt | Rivet-Connected | Full-Slope Pony | Truss | 5 | 1 | 1924 | 0 | Unknown | Missouri State Highway Commission | 6 | 6 | 91 | 27.74 | 141 | 42.98 | 18 | 5.49 | https://historicbridges.org/missouri/patterson_waynecountymo/little_patterson_waynecountymo_8476_small.jpg | https://historicbridges.org/missouri/patterson_waynecountymo/little_patterson_waynecountymo_8476.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/patterson_waynecountymo/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.191038,-90.538708 | ||||||||
| 8973 | Poplar Bluff Viaduct | Pine Street Bridge | This deck truss bridge has been turned into a one-way couplet, with a new bridge having been built next to it. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Regenhardt Construction Company of Cape Girardeau, Missouri. The bridge was primarily designed by Missouri State Highway Commission. | 36.756584 | -90.390329 | Pine Street (US-60 Business) (Westbound) | Black River, Riverview Drive, and Railroad | Poplar Bluff | Butler County, Missouri | Missouri | United States | Metal | Warren | Rivet-Connected | Deck | Truss | Fixed | 6 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 7 | 1934 | 1986 | Regenhardt Construction Company of Cape Girardeau, Missouri | Missouri State Highway Commission | 6 | 7 | 130 | 39.62 | 399 | 121.62 | 32.2 | 9.81 | https://historicbridges.org/missouri/pinestreet_poplarbluffmo/little_pinestreet_poplarbluffmo_8733_small.jpg | https://historicbridges.org/missouri/pinestreet_poplarbluffmo/little_pinestreet_poplarbluffmo_8733.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/pinestreet_poplarbluffmo/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.756584,-90.390329 | |||||||||
| 8974 | Magill Hollow Bridge | This is a regionally rare example of a stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 36.904616 | -90.473063 | CR-501 | Branch of Black River | Hendrickson | Butler County, Missouri | Missouri | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 5 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/missouri/magillhollow_butlercountymo/little_magillhollow_butlercountymo_8689_small.jpg | https://historicbridges.org/missouri/magillhollow_butlercountymo/little_magillhollow_butlercountymo_8689.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/magillhollow_butlercountymo/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.904616,-90.473063 | |||||||||||||||
| 8975 | Poplar Bluff Railroad Bridge | This is a rare example of a pin-connected Warren through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) metal pin-connected Modified Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 36.753695 | -90.391180 | Railroad (Union Pacific) | Black River | Poplar Bluff | Butler County, Missouri | Missouri | United States | Metal | Modified Warren | Pin-Connected | Through | Truss | Fixed | 7 | 1 | Metal | Deck | Girder | Fixed | 0 | 2 | 1903 | 0 | American Bridge Company of New York, New York | 7 | 9 | 170 | 51.82 | 265 | 80.77 | 0 | 0 | https://historicbridges.org/missouri/up-blackriver_poplarbluffmo/little_up-blackriver_poplarbluffmo_8736_small.jpg | https://historicbridges.org/missouri/up-blackriver_poplarbluffmo/little_up-blackriver_poplarbluffmo_8736.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/up-blackriver_poplarbluffmo/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.753695,-90.391180 | ||||||||||
| 8976 | Poplar Bluff Abandoned Railroad Bridge | This abandoned railroad truss bridge with a skew was abandoned in 1967, although used shortly for vehicular use in 1968 before later having its approaches removed. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 36.761279 | -90.386426 | Railroad (Abandoned St. Louis - San Francisco) | Black River | Poplar Bluff | Butler County, Missouri | Missouri | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1901 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/missouri/frisco-blackriver_poplarbluffmo/little_frisco-blackriver_poplarbluffmo_8719_small.jpg | https://historicbridges.org/missouri/frisco-blackriver_poplarbluffmo/little_frisco-blackriver_poplarbluffmo_8719.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/frisco-blackriver_poplarbluffmo/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.761279,-90.386426 | ||||||||||||||
| 8977 | CR-221 Bridge | Likely built in the 1940s, this bridge, a possible predecessor to the Bailey truss, appears to have been moved here from an unknown location in 2006. The technical description of the main or most noteworthy span of the bridge is a 70.2 ft (21.4 m) metal deck truss, fixed. The bridge was primarily built by Unknown. | 36.343019 | -89.845404 | CR-221 | Little River | Rural | Pemiscot County, Missouri | Missouri | United States | Metal | Deck | Truss | Fixed | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 2006 | Unknown | 5 | 6 | 70.2 | 21.4 | 99.4 | 30.3 | 22.6 | 6.89 | https://historicbridges.org/missouri/littleriver_cr221_pemiscotcountymo/little_littleriver_cr221_pemiscotcountymo_8835_small.jpg | https://historicbridges.org/missouri/littleriver_cr221_pemiscotcountymo/little_littleriver_cr221_pemiscotcountymo_8835.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/littleriver_cr221_pemiscotcountymo/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.343019,-89.845404 | |||||||||||||
| 8978 | Trimmer Road Bridge | Bridge E-176 | This standard Erie Canal through truss remains in good condition today. The technical description of the main or most noteworthy span of the bridge is a 148 ft (45.11 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by J.B. and J.M. Cornell Company of Cold Spring, New York and Empire Engineering of New York, New York. | 43.195940 | -77.823514 | Trimmer Road | Erie Canal (New York State Barge Canal) | Spencerport | Monroe County, New York | New York | United States | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Concrete | Slab | Fixed | 0 | 2 | 1909 | 0 | J.B. and J.M. Cornell Company of Cold Spring, New York and Empire Engineering of New York, New York | 7 | 7 | 148 | 45.11 | 195 | 59.44 | 14.8 | 4.51 | https://historicbridges.org/newyork/trimmer/little_img_4314_small.jpg | https://historicbridges.org/newyork/trimmer/little_img_4314.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/trimmer/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.195940,-77.823514 | ||||||||||
| 8979 | Presbyterian Road Bridge | Bridge E-205 | This classic Erie Canal through truss retains good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Unknown. | 43.248552 | -78.276679 | Presbyterian Road | Erie Canal (New York State Barge Canal) | Rural | Orleans County, New York | New York | United States | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Concrete | Slab | Fixed | 0 | 2 | 1909 | 2008 | Unknown | 7 | 7 | 150 | 45.72 | 191 | 58.22 | 14.8 | 4.51 | https://historicbridges.org/newyork/presbyterianrd/little_presbyterian51_small.jpg | https://historicbridges.org/newyork/presbyterianrd/little_presbyterian51.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/presbyterianrd/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.248552,-78.276679 | ||||||||||
| 8980 | Gallup Road Bridge | Bridge E-179 | This traditional Erie Canal through truss was built by Interstate Engineering Company before the name of the company became McMyler-Interstate. The technical description of the main or most noteworthy span of the bridge is a 148 ft (45.11 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Interstate Engineering Company of Bedford, Ohio. | 43.202809 | -77.872654 | Gallup Road (CR-244) | Erie Canal (New York State Barge Canal) | Rural | Monroe County, New York | New York | United States | Metal | Double-Intersection Warren | Rivet-Connected | Through | Truss | Fixed | 8 | 1 | Concrete | Slab | Fixed | 0 | 2 | 1908 | 2003 | Interstate Engineering Company of Bedford, Ohio | 7 | 7 | 148 | 45.11 | 187 | 57 | 14.8 | 4.51 | https://historicbridges.org/newyork/galluprd-sppt/little_img_4267_small.jpg | https://historicbridges.org/newyork/galluprd-sppt/little_img_4267.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/galluprd-sppt/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.202809,-77.872654 | ||||||||||
| 8981 | Batavia Railroad Bridge | This bridge is newer than most of the New Yoirk Central's triple-truss bridges across the state, as it was built as part of a line re-location project around the south side of batavia. It was around 1955. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. | 42.983893 | -78.180741 | Railroad (CSX) | Tonawanda Creek | Batavia | Genesee County, New York | New York | United States | Metal | Warren | Rivet-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1956 | 0 | Unknown | 6 | 6 | 160 | 48.77 | 165 | 50.29 | 0 | 0 | https://historicbridges.org/newyork/bataviamainline/little_img_3640_small.jpg | https://historicbridges.org/newyork/bataviamainline/little_img_3640.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/bataviamainline/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.983893,-78.180741 | ||||||||||||||
| 8982 | Union Bridge | Waterford Bridge | This is a rare surviving example of a urban pin-connected truss bridge over a major river. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. The bridge was primarily designed by Boller, Hodge, and Baird of New York, New York. | 42.788603 | -73.673573 | Broad Street (US-4) | Hudson River | Waterford and Troy | Saratoga County, New York and Rensselaer County, New York | New York | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 0 | 4 | 0 | 0 | 1909 | 0 | Phoenix Bridge Company of Phoenixville, Pennsylvania | Boller, Hodge, and Baird of New York, New York | 8 | 9 | 200 | 60.96 | 743 | 226.47 | 22.3 | 6.8 | https://historicbridges.org/newyork/unionbridge/little_unionbr35_small.jpg | https://historicbridges.org/newyork/unionbridge/little_unionbr35.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/unionbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.788603,-73.673573 | ||||||||||||
| 8983 | Johnston Street Bridge | This ca. 1890 bridge was relocated here in 1913 and is a very old rivet-connected truss bridge with unusual design details including lack of verticals and use of u-bolt hangers. The technical description of the main or most noteworthy span of the bridge is a 54 ft (16.46 m) metal rivet-connected Warren (No Verticals) pony truss, fixed. The bridge was primarily built by Unknown. | 41.880735 | -75.730107 | Johnston Street | Salt Lick Creek | New Milford | Susquehanna County, Pennsylvania | Pennsylvania | United States | Metal | Warren (No Verticals) | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 1995 | Unknown | 8 | 8 | 54 | 16.46 | 55 | 16.76 | 14.8 | 4.51 | https://historicbridges.org/pennsylvania/saltlickcreek/little_saltlickcreek10_small.jpg | https://historicbridges.org/pennsylvania/saltlickcreek/little_saltlickcreek10.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/saltlickcreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.880735,-75.730107 | ||||||||||||||
| 8984 | ! | James E. Widener Memorial Bridge | This standard plan truss bridge is noted for being documented as built by a local contractor. The technical description of the main or most noteworthy span of the bridge is a 99.7 ft (30.39 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Genesee Bridge Company of Rochester, New York. The bridge was primarily designed by New York State Department of Public Works. | 43.088092 | -77.759226 | NY-386 | Black Creek | Rural | Monroe County, New York | New York | United States | Metal | Polygonal Warren | Rivet-Connected | Pony | Truss | Fixed | 8 | 1 | 0 | 0 | 1931 | 1963 | Genesee Bridge Company of Rochester, New York | New York State Department of Public Works | 5 | 6 | 99.7 | 30.39 | 103 | 31.39 | 24 | 7.32 | https://historicbridges.org/newyork/scottsville-chiliroad/little_awidener2_small.jpg | https://historicbridges.org/newyork/scottsville-chiliroad/little_awidener2.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/scottsville-chiliroad/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.088092,-77.759226 | ||||||||||||
| 8986 | Maidens Mill Road Bridge | This abandoned bridge is an extremely rare surviving example of a pin-connected pony truss bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal pin-connected Pratt pony truss, fixed. The bridge was primarily built by Unknown. | 44.221194 | -77.896972 | Maidens Mill Road (Abandoned Alignment) | Burnley Creek | Trent Hills | Northumberland County, Ontario | Ontario | Canada | Metal | Pratt | Pin-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 8 | 70 | 21.34 | 70 | 21.34 | 0 | 0 | https://historicbridges.org/ontario/maidensmill/little_20220710_105609_small.jpg | https://historicbridges.org/ontario/maidensmill/little_20220710_105609.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/maidensmill/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.221194,-77.896972 | ||||||||||||||
| 8987 | Skinkle Road Bridge | This bridge is noted as a documented example of a bridge built by an Ontario bridge company. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Dickson Bridge Works Company of Campbellford, Ontario. | 44.224417 | -77.839278 | Skinkle Road | Percy Creek | Trent Hills | Northumberland County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 6 | 1 | 0 | 0 | 0 | 0 | Dickson Bridge Works Company of Campbellford, Ontario | 6 | 6 | 80 | 24.38 | 80 | 24.38 | 0 | 0 | https://historicbridges.org/ontario/skinkleroadbridge/little_20220709_132701_small.jpg | https://historicbridges.org/ontario/skinkleroadbridge/little_20220709_132701.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/skinkleroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.224417,-77.839278 | ||||||||||||||
| 8988 | Helkaa Line Railway Bridge | This long-abandoned bridge is a surprise in this region, a large stone arch span that is rare in this part of Ontario. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. | 42.789750 | -81.076833 | Railroad (Abandoned Michigan Central) | East Catfish Creek | Central Elgin | Elgin County, Ontario | Ontario | Canada | Stone | Semicircular | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 7 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/helkaalinerailwaybridge/little_20220611_153823_small.jpg | https://historicbridges.org/ontario/helkaalinerailwaybridge/little_20220611_153823.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/helkaalinerailwaybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.789750,-81.076833 | |||||||||||||||
| 8989 | Wabash Bridge | This high level style deck truss bridge is a surprising find on this small waterway. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. | 42.778948 | -81.075254 | Railroad (Trillium Railway) | East Catfish Creek | Central Elgin | Elgin County, Ontario | Ontario | Canada | Metal | Pratt | Rivet-Connected | Deck | Truss | Fixed | 7 | 1 | Metal | Deck | Girder | Fixed | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 0 | 0 | 382 | 116.43 | 0 | 0 | https://historicbridges.org/ontario/wabashbridge/little_20220611_143411_small.jpg | https://historicbridges.org/ontario/wabashbridge/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/wabashbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.778948,-81.075254 | ||||||||||
| 8990 | Barton Creek Bridge | Abandoned, deteriorated, and missing a deck, this is one of the oldest known cable-stayed bridges in the United States. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal wire cable cable-stayed, fixed. The bridge was primarily built by Runyon Bridge Company of Weatherford, Texas. | 32.506039 | -98.350508 | CR-119 (Abandoned Alignment) | Barton Creek | Rural | Erath County, Texas | Texas | United States | Metal | Wire Cable | Cable-Stayed | Fixed | 10 | 1 | 0 | 0 | 1890 | 0 | Runyon Bridge Company of Weatherford, Texas | 8 | 9 | 100 | 30.48 | 120 | 36.58 | 8 | 2.44 | https://historicbridges.org/texas/bartoncreekabandon/little_jesseburube_dsc01996_small.jpg | https://historicbridges.org/texas/bartoncreekabandon/little_jesseburube_dsc01996.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/bartoncreekabandon/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.506039,-98.350508 | ||||||||||||||||
| 8991 | Denton Creek Bridge | This short through truss has been abandoned for so long it is hard to see there ever was even a road here. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 33.129067 | -97.322838 | Abandoned Road | Denton Creek | Rural | Denton County, Texas | Texas | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 5 | 1 | 0 | 0 | 1889 | 0 | Wrought Iron Bridge Company of Canton, Ohio | 7 | 7 | 75 | 22.86 | 80 | 24.38 | 0 | 0 | https://historicbridges.org/texas/denton-aurora/little_jesseburube_dsc02054_small.jpg | https://historicbridges.org/texas/denton-aurora/little_jesseburube_dsc02054.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/denton-aurora/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.129067,-97.322838 | ||||||||||||||
| 8992 | South Paluxy River Railroad Bridge | This railroad bridge is noted for its attractive portal bracing and latticed end posts. The technical description of the main or most noteworthy span of the bridge is a 95 ft (28.96 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 32.348886 | -98.041595 | Railroad (Fort Worth and Western) | South Paluxy River | Rural | Erath County, Texas | Texas | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | Wood | Stringer (Multi-Beam) | Fixed | 0 | 4 | 0 | 0 | Unknown | 7 | 7 | 95 | 28.96 | 142 | 43.28 | 0 | 0 | https://historicbridges.org/texas/southpaluxy/little_jesseburube_dsc01956_small.jpg | https://historicbridges.org/texas/southpaluxy/little_jesseburube_dsc01956.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/southpaluxy/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.348886,-98.041595 | |||||||||||
| 8993 | Plainview Road Bridge | Eaglechase Park Bridge | This bridge is noted for its unusual design details that document the transition from pin to riveted connections that was ongoing in the industry around this time. The technical description of the main or most noteworthy span of the bridge is a 114 ft (34.75 m) metal multiple-type-connected Warren arch, fixed. The bridge was primarily built by George E. King Bridge Company of Des Moines, Iowa. | 33.258751 | -97.221770 | Pedestrian Walkway | North Hickory Creek | Krum | Denton County, Texas | Texas | United States | Metal | Warren | Multiple-Type-Connected | Arch | Fixed | 4 | 1 | 0 | 0 | 1903 | 2014 | George E. King Bridge Company of Des Moines, Iowa | 7 | 7 | 114 | 34.75 | 65 | 19.81 | 11.8 | 3.6 | https://historicbridges.org/texas/plainview/little_jesseburube_dsc02081_small.jpg | https://historicbridges.org/texas/plainview/little_jesseburube_dsc02081.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=texas/plainview/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.258751,-97.221770 | ||||||||||||||
| 8994 | Tusten Road Bridge | This is an attractive 19th century The technical description of the main or most noteworthy span of the bridge is a 18.7 ft (5.7 m) stone Segmental deck arch, fixed. The bridge was primarily built by W. H. Hankins and Company. | 41.556046 | -75.019347 | Tusten Road | 10 Mile River | Rural | Sullivan County, New York | New York | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 2 | 0 | 0 | 1896 | 0 | W. H. Hankins and Company | 7 | 7 | 18.7 | 5.7 | 41 | 12.5 | 15 | 4.57 | https://historicbridges.org/newyork/10-mileriver/little_10-miarch2_small.jpg | https://historicbridges.org/newyork/10-mileriver/little_10-miarch2.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/10-mileriver/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.556046,-75.019347 | |||||||||||||||
| 8995 | Buttermilk Falls Railroad Bridge | This concrete arch bridge is located next to a beautiful waterfall! The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 43.004290 | -77.973785 | Railroad (Lehigh Valley) | Oatka Creek | Rural | Genesee County, New York | New York | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 1 | Concrete | Slab | Fixed | 0 | 4 | 1913 | 0 | Unknown | 6 | 6 | 80 | 24.38 | 0 | 0 | 0 | 0 | https://historicbridges.org/newyork/leroywaterfalls/little_marc-leroyfalls5_small.jpg | https://historicbridges.org/newyork/leroywaterfalls/little_marc-leroyfalls5.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/leroywaterfalls/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.004290,-77.973785 | ||||||||||||
| 8996 | North County Line Highway Bridge | This increasingly rare example of a steel stringer bridge with lattice railing is sadly deteriorated, closed, and slated for replacement. The technical description of the main or most noteworthy span of the bridge is a 27 ft (8.23 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 42.081317 | -83.773911 | North County Line Highway | North Macon Creek | Rural | Monroe County, Michigan and Lenawee County, Michigan | Michigan | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 1910 | 0 | Unknown | 3 | 3 | 27 | 8.23 | 30 | 9.14 | 16 | 4.88 | https://historicbridges.org/michigan/monroecountyline1/little_zimg_20220722_133417_small.jpg | https://historicbridges.org/michigan/monroecountyline1/little_zimg_20220722_133417.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/monroecountyline1/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.081317,-83.773911 | |||||||||||||||||
| 8997 | North County Line Highway Bear Swamp Creek Bridge | This is an increasingly uncommon example of a small-scale bridge using a railing design unique to Michigan, and matching the architecture of other larger period bridges. The technical description of the main or most noteworthy span of the bridge is a 29 ft (8.84 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. | 42.035669 | -83.772578 | North County Line Highway | Bear Swamp Creek (Milan-Macon Drain) | Rural | Monroe County, Michigan and Lenawee County, Michigan | Michigan | United States | Concrete | T-Beam | Fixed | 0 | 1 | 0 | 0 | 1929 | 0 | Unknown | 1 | 2 | 29 | 8.84 | 30.8 | 9.39 | 25 | 7.62 | https://historicbridges.org/michigan/monroecountyline2/little_zimg_20220722_132256_small.jpg | https://historicbridges.org/michigan/monroecountyline2/little_zimg_20220722_132256.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/monroecountyline2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.035669,-83.772578 | |||||||||||||||||
| 8998 | Potter Bridge | Thompson Hill Park Bridge | One of the first historic metal truss bridges in southwestern Pennsylvania to be relocated and preserved, this unique and extremely significant bridge has vertical endposts and a bottom chord that runs up to the top chord. The technical description of the main or most noteworthy span of the bridge is a 44 ft (13.41 m) metal pin-connected Pratt pony truss, fixed. The bridge was primarily built by Unknown. | 40.245805 | -80.417977 | Pedestrian Walkway | Cross Creek Lake Tributary | Rural | Washington County, Pennsylvania | Pennsylvania | United States | Metal | Pratt | Pin-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 1881 | 2021 | Unknown | 8 | 8 | 44 | 13.41 | 47 | 14.33 | 9.8 | 2.99 | https://historicbridges.org/pennsylvania/potter/little_zimg_20220723_192143_small.jpg | https://historicbridges.org/pennsylvania/potter/little_zimg_20220723_192143.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/potter/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.245805,-80.417977 | |||||||||||||
| 8999 | Negley Avenue Bridge | This classic pony truss with heavy members contributes to the history of the Pennsylvania Railroad mainline. The technical description of the main or most noteworthy span of the bridge is a 104 ft (31.7 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 40.456274 | -79.933451 | Negley Avenue | Railroad (Norfolk Southern) and East Busway | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 8 | 1 | 0 | 0 | 1924 | 1973 | Unknown | 5 | 5 | 104 | 31.7 | 106 | 32.31 | 30 | 9.14 | https://historicbridges.org/pennsylvania/negley/little_negley_1385_small.jpg | https://historicbridges.org/pennsylvania/negley/little_negley_1385.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/negley/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.456274,-79.933451 | ||||||||||||||
| 9000 | Zitko Road Bridge | This unusual bridge is made from salvaged railroad turntable girders. The technical description of the main or most noteworthy span of the bridge is a 58 ft (17.68 m) metal through girder, fixed. The bridge was primarily built by Unknown. | 40.205339 | -80.912944 | Zitko Road (CR-522) | South Fork Short Creek | Rural | Harrison County, Ohio | Ohio | United States | Metal | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 0 | 1950 | Unknown | 5 | 5 | 58 | 17.68 | 61 | 18.59 | 12.8 | 3.9 | https://historicbridges.org/ohio/zitko/little_zimg_20220723_210539_small.jpg | https://historicbridges.org/ohio/zitko/little_zimg_20220723_210539.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/zitko/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.205339,-80.912944 | ||||||||||||||||
| 9001 | Short Creek Bridge | Despite the official looking weight limit and hazard signs, this classic riveted Warren pony truss appears to be a private driveway bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 40.219650 | -80.899333 | Private Driveway | Short Creek | Rural | Harrison County, Ohio | Ohio | United States | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 4 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/foxesbottom/little_zimg_20220723_205818_small.jpg | https://historicbridges.org/ohio/foxesbottom/little_zimg_20220723_205818.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/foxesbottom/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.219650,-80.899333 | ||||||||||||||
| 9002 | Cool Spring Road Bridge | This small, classic Luten arch bridge suffers from damaged and deteriorated railing. The technical description of the main or most noteworthy span of the bridge is a 29 ft (8.84 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Luten Bridge Company of York, Pennsylvania. | 40.293567 | -80.645724 | Cool Spring Road (TR-167A) | Georges Run | Rural | Jefferson County, Ohio | Ohio | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1927 | 0 | Luten Bridge Company of York, Pennsylvania | 5 | 5 | 29 | 8.84 | 30.8 | 9.39 | 18 | 5.49 | https://historicbridges.org/ohio/coolspring/little_coolspring_1796_small.jpg | https://historicbridges.org/ohio/coolspring/little_coolspring_1796.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/coolspring/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.293567,-80.645724 | |||||||||||||||
| 9003 | Piney Fork Tributary Bridge | This concrete arch bridge is so small it barely even has an arch! The technical description of the main or most noteworthy span of the bridge is a 23 ft (7.01 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 40.272234 | -80.850955 | TR-192 | Piney Fork Tributary | Rural | Jefferson County, Ohio | Ohio | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1915 | 0 | Unknown | 1 | 2 | 23 | 7.01 | 25 | 7.62 | 16 | 4.88 | https://historicbridges.org/ohio/cr192/little_zimg_20220723_204711_small.jpg | https://historicbridges.org/ohio/cr192/little_zimg_20220723_204711.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/cr192/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.272234,-80.850955 | |||||||||||||||
| 9004 | Seldom Seen Railroad Bridge | This bridge may be seldom seen, but it is most certainly worth seeing as a beautiful and rare skewed example of an uncommon stone and brick arch bridge. The technical description of the main or most noteworthy span of the bridge is a stone and brick Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 40.425392 | -80.020894 | Railroad (Abandoned Wabash Railroad) | Sawmill Run | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Stone and Brick | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1902 | 0 | Unknown | 7 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/seldomseen/little_zimg_20220723_113300_small.jpg | https://historicbridges.org/pennsylvania/seldomseen/little_zimg_20220723_113300.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/seldomseen/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.425392,-80.020894 | |||||||||||||||
| 9005 | Pittsburgh Terminal Warehouse and Transfer Company Bridge | This rare lattice girder bridge is an access structure between the two large buildings at this location. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal Lattice through girder, fixed. The bridge was primarily built by Unknown. | 40.430363 | -79.996530 | Building Access | Terminal Way | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Lattice | Through | Girder | Fixed | 0 | 1 | 0 | 0 | 1905 | 0 | Unknown | 7 | 7 | 40 | 12.19 | 42 | 12.8 | 0 | 0 | https://historicbridges.org/pennsylvania/terminallattice/little_zimg_20220722_200421_small.jpg | https://historicbridges.org/pennsylvania/terminallattice/little_zimg_20220722_200421.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/terminallattice/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.430363,-79.996530 | |||||||||||||||
| 9006 | Mission Street Bridge West | This is one of two very similar bridges on this street, noted for their attractive arched, riveted girders and decorative railing. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal continuous Variable Depth deck girder, fixed. The bridge was primarily built by Booth and Flinn Company of Pittsburgh, Pennsylvania and Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by Pittsburgh Department of Public Works. | 40.423573 | -79.976858 | Mission Street | 21st Street | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Variable Depth | Deck | Girder | Fixed | 0 | Continuous | 3 | 0 | 0 | 1939 | 1982 | Booth and Flinn Company of Pittsburgh, Pennsylvania and Bethlehem Steel Company of Bethlehem, Pennsylvania | Pittsburgh Department of Public Works | 6 | 6 | 160 | 48.77 | 394 | 120.09 | 22 | 6.71 | https://historicbridges.org/pennsylvania/missionwest/little_zimg_20220723_102533_small.jpg | https://historicbridges.org/pennsylvania/missionwest/little_zimg_20220723_102533.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/missionwest/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.423573,-79.976858 | |||||||||||||
| 9007 | Mission Street Bridge East | This is one of two very similar bridges on this street, noted for their attractive arched, riveted girders and decorative railing. The technical description of the main or most noteworthy span of the bridge is a 92 ft (28.04 m) metal continuous Variable Depth deck girder, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania and Edward Kean. The bridge was primarily designed by Pittsburgh Department of Public Works. | 40.423219 | -79.974399 | Mission Street | Gomer Street and Greeley Street | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Variable Depth | Deck | Girder | Fixed | 0 | Continuous | 3 | 0 | 0 | 1939 | 1982 | Bethlehem Steel Company of Bethlehem, Pennsylvania and Edward Kean | Pittsburgh Department of Public Works | 6 | 6 | 92 | 28.04 | 225 | 68.58 | 22 | 6.71 | https://historicbridges.org/pennsylvania/missioneast/little_zimg_20220723_110515_small.jpg | https://historicbridges.org/pennsylvania/missioneast/little_zimg_20220723_110515.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/missioneast/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.423219,-79.974399 | |||||||||||||
| 9008 | Terminal Way Bridge | This deck plate girder was built to provide a connection between two buildings in the Pittsburgh Terminal Warehouse and Transfer Company complex over a railroad below. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. | 40.431103 | -79.996220 | Terminal Way | Railroad (CSX) | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Deck | Girder | Fixed | 0 | 2 | 0 | 0 | 1905 | 0 | Unknown | 2 | 2 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/terminalway/little_terminalway_9938_39_40vib_small.jpg | https://historicbridges.org/pennsylvania/terminalway/little_terminalway_9938_39_40vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/terminalway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.431103,-79.996220 | ||||||||||||||||
| 9009 | 21st Street Railroad Bridges | This pair of bridges, one abandoned bridge for a single set of tracks and a wider bridge for four sets of tracks with only two currently, are representative examples of their type. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. | 40.425107 | -79.976640 | Railroad (Norfolk Southern) | 21st Street | Pittsburgh | Allegheny County, Pennsylvania | Pennsylvania | United States | Metal | Through | Girder | Fixed | 0 | 3 | 0 | 0 | 0 | 0 | Unknown | 1 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/21strr/little_21strr_9998_small.jpg | https://historicbridges.org/pennsylvania/21strr/little_21strr_9998.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/21strr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.425107,-79.976640 | ||||||||||||||||
| 9010 | St. Joseph River Railroad Bridge | This classic deck plate girder railroad bridge has been long abandoned. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. | 41.932806 | -85.635915 | Railroad (Abandoned) | St. Joseph River | Three Rivers | St. Joseph County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 3 | 0 | 0 | 0 | 0 | Unknown | 2 | 3 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/broadway3rivers/little_jasonholloway-20220810_174026_small.jpg | https://historicbridges.org/michigan/broadway3rivers/little_jasonholloway-20220810_174026.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/broadway3rivers/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.932806,-85.635915 | ||||||||||||||||
| 9011 | 6th Street Railroad Bridge North | This bridge is not as significant as another bridge to the south, but it nevertheless has some interesting design details. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. | 40.343390 | -75.925711 | Railroad (Norfolk Southern) | 6th Street | Reading | Berks County, Pennsylvania | Pennsylvania | United States | Metal | Stringer (Multi-Beam) | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/pennsylvania/reading6thstreet/little_reading6thstreet10_small.jpg | https://historicbridges.org/pennsylvania/reading6thstreet/little_reading6thstreet10.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/reading6thstreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.343390,-75.925711 | |||||||||||||||||
| 9012 | Askew Bridge | Soap and Whiskey Bridge, Skew Arch Bridge | Among the oldest such bridges in America, this is an outstanding example of the rarest type of stone arch bridge, a helicoidal skew arch, which has a smooth barrel and represents the work of a master in stonework. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) stone deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Richard B. Osborne. | 40.343390 | -75.925711 | Railroad (Norfolk Southern) | 6th Street | Reading | Berks County, Pennsylvania | Pennsylvania | United States | Stone | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1857 | 0 | Unknown | Richard B. Osborne | 9 | 10 | 40 | 12.19 | 91 | 27.74 | 0 | 0 | https://historicbridges.org/pennsylvania/reading6thstreetaskew/little_reading6thstreetaskew32_small.jpg | https://historicbridges.org/pennsylvania/reading6thstreetaskew/little_reading6thstreetaskew32.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/reading6thstreetaskew/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.343390,-75.925711 | ||||||||||||||
| 9013 | Oley Street Railroad Bridge | This railroad overpass is noted for its architectural details. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) concrete slab, fixed. The bridge was primarily built by Unknown. | 40.345924 | -75.923075 | Railroad (Norfolk Southern) | Oley Street | Reading | Berks County, Pennsylvania | Pennsylvania | United States | Concrete | Slab | Fixed | 0 | 4 | 0 | 0 | 0 | 0 | Unknown | 6 | 6 | 20 | 6.1 | 70 | 21.34 | 105 | 32 | https://historicbridges.org/pennsylvania/readingoleystreet/little_readingoleystreet9_small.jpg | https://historicbridges.org/pennsylvania/readingoleystreet/little_readingoleystreet9.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/readingoleystreet/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.345924,-75.923075 | |||||||||||||||||
| 9014 | Spring Street Subway | Spring Street Railroad Bridge | This early concrete arch railroad overpass is also noted for its width, which is why it was known as a subway when completed. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Hawman Brothers. | 40.350350 | -75.922120 | Railroad (Norfolk Southern) | Spring Street | Reading | Berks County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1909 | 0 | Hawman Brothers | 7 | 7 | 0 | 0 | 58 | 17.68 | 265 | 80.77 | https://historicbridges.org/pennsylvania/readingspringstreetsubway/little_readingspringstreetsubway5_small.jpg | https://historicbridges.org/pennsylvania/readingspringstreetsubway/little_readingspringstreetsubway5.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/readingspringstreetsubway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.350350,-75.922120 | ||||||||||||||
| 9015 | Ruth's Bridge | This concrete arch bridge retains excellent historic integrity and has railings that curve around onto the abutments. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 40.315863 | -75.968473 | Old Wyomissing Road | Wyomissing Creek | Wyomissing | Berks County, Pennsylvania | Pennsylvania | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1910 | 1963 | Unknown | 5 | 5 | 65 | 19.81 | 65 | 19.81 | 20 | 6.1 | https://historicbridges.org/pennsylvania/ruthsbridgewyomissing/little_ruthsbridgewyomissing20_small.jpg | https://historicbridges.org/pennsylvania/ruthsbridgewyomissing/little_ruthsbridgewyomissing20.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/ruthsbridgewyomissing/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.315863,-75.968473 | |||||||||||||||
| 9016 | Menesetung Bridge | The longest railway bridge in Ontario when completed, this high level deck plate girder bridge, today a trail, is the final crossing before the river enters Lake Huron. The technical description of the main or most noteworthy span of the bridge is a 104 ft (31.7 m) metal deck girder, fixed. The bridge was primarily built by M. A. Pigott Engineering Company of Hamilton, Ontario. | 43.751111 | -81.714624 | Railroad (Maitland Rail-Trail) (Former Canadian Pacific) | Maitland River | Goderich and Ashfield-Colborne-Wawanosh | Huron County, Ontario | Ontario | Canada | Metal | Deck | Girder | Fixed | 0 | 7 | 0 | 0 | 1907 | 0 | M. A. Pigott Engineering Company of Hamilton, Ontario | 6 | 8 | 104 | 31.7 | 750 | 228.6 | 12 | 3.66 | https://historicbridges.org/ontario/menesetungbridge/little_20220807_181848_small.jpg | https://historicbridges.org/ontario/menesetungbridge/little_20220807_181848.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/menesetungbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.751111,-81.714624 | ||||||||||||||||
| 9017 | Port Albert Fishway Bridge | Located on old highway alignment, this exceedingly rare pin-connected pony truss bridge is also among the oldest in Ontario, and was built by a little-known local bridge builder. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Hunter Brothers of Kincardine, Ontario (Hunter Bridge and Boiler Company of Kincardine, Ontario). | 43.878200 | -81.715031 | Central Wellington Street (Old London Road, Former KH-21 Alignment) | 9 Mile River | Ashfield-Colborne-Wawanosh (Port Albert) | Huron County, Ontario | Ontario | Canada | Metal | Pratt | Pin-Connected | Full-Slope Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 1886 | 0 | Hunter Brothers of Kincardine, Ontario (Hunter Bridge and Boiler Company of Kincardine, Ontario) | 8 | 9 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/portalbertfishwaybridge/little_20220807_162844_small.jpg | https://historicbridges.org/ontario/portalbertfishwaybridge/little_20220807_162844.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/portalbertfishwaybridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.878200,-81.715031 | ||||||||||||||
| 9018 | Zion Road Bridge | Ashfield Park Bridge | This classic riveted Warren pony truss leads to a small beach along Lake Huron. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. | 44.020583 | -81.729167 | Zion Road | Boyd Creek | Ashfield-Colborne-Wawanosh | Huron County, Ontario | Ontario | Canada | Metal | Warren | Rivet-Connected | Pony | Truss | Fixed | 5 | 1 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ontario/ashfieldparkzionroadbridge/little_20220807_160922_small.jpg | https://historicbridges.org/ontario/ashfieldparkzionroadbridge/little_20220807_160922.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/ashfieldparkzionroadbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.020583,-81.729167 | |||||||||||||
| 9019 | I-94 Westbound Bridge | This is perhaps one of the oldest known bridges on I-94 in Michigan since it is a repurposed former US-12 bridge. The technical description of the main or most noteworthy span of the bridge is a 59.7 ft (18.2 m) metal deck girder, fixed. The bridge was primarily built by W. J. Storen Company of Detroit, Michigan. The bridge was primarily designed by Michigan State Highway Department. | 42.294543 | -84.085363 | Railroad (Norfolk Southern and Amtrak Wolverine) | I-94 Westbound | Rural | Washtenaw County, Michigan | Michigan | United States | Metal | Deck | Girder | Fixed | 0 | 1 | 0 | 0 | 1936 | 0 | W. J. Storen Company of Detroit, Michigan | Michigan State Highway Department | 5 | 5 | 59.7 | 18.2 | 59.7 | 18.2 | 0 | 0 | https://historicbridges.org/michigan/i94westrr/little_i94westrr_4753.jpg | https://historicbridges.org/michigan/i94westrr/little_i94westrr_4753.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/i94westrr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.294543,-84.085363 | |||||||||||||||
| 9020 | Hayhoe Riverwalk Bridge | This ancient and deteriorated small concrete arch bridge has been repurposed for a rail-trail. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 42.577987 | -84.445988 | Railroad (Hayhoe Riverwalk Rail-Trail) | Sycamore Creek | Mason | Ingham County, Michigan | Michigan | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 4 | 6 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/michigan/masonconcrete2/little_img_20230109_151407_small.jpg | https://historicbridges.org/michigan/masonconcrete2/little_img_20230109_151407.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/masonconcrete2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.577987,-84.445988 | |||||||||||||||
| 9021 | Cầu Đại Lào (Dai Lao Bridge) | Bypassed by a new bridge, this is an outstanding and rare example of a concrete through arch which might also be called a bowstring concrete truss bridge. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. | 11.512868 | 107.750777 | Old QL-20 (Quốc Lộ 20 cũ) | Da Lao | Bảo Lộc (Đại Lào) | Lâm Đồng Province (Tỉnh Lâm Đồng) | Lâm Đồng Province (Tỉnh Lâm Đồng) | Vietnam (Việt Nam) | Concrete | Rainbow | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 0 | 0 | Unknown | 9 | 10 | 120 | 36.58 | 125 | 38.1 | 0 | 0 | https://historicbridges.org/vietnam/dailao/little_img_20240101_102323_small.jpg | https://historicbridges.org/vietnam/dailao/little_img_20240101_102323.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=vietnam/dailao/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=11.512868,107.750777 | |||||||||||||||
| 9022 | Messerall Road Bridge | Pymatuning State Park Trail Bridge | One of the last surviving bowstring truss bridges in Pennsylvania, this bridge was relocated and preserved on a trail system. The technical description of the main or most noteworthy span of the bridge is a 99 ft (30.18 m) metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. | 41.650740 | -80.418719 | Pymatuning State Park Trail | Linesville Creek | Rural | Crawford County, Pennsylvania | Pennsylvania | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Through | Truss | Fixed | 8 | 1 | 0 | 0 | 1876 | 2022 | Wrought Iron Bridge Company of Canton, Ohio | 9 | 9 | 99 | 30.18 | 103 | 31.39 | 14.8 | 4.51 | https://historicbridges.org/pennsylvania/messerall2/little_messerall2_6736_small.jpg | https://historicbridges.org/pennsylvania/messerall2/little_messerall2_6736.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/messerall2/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.650740,-80.418719 | |||||||||||||
| 9023 | Monticello Boulevard Bridge | Wilson Mills Road Bridge | This unique and striking concrete arch bridge is noted for its rare European design inspired by famous engineer Robert Maillart. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Osborne Engineering Company of Cleveland, Ohio. | 41.538863 | -81.522502 | Monticello Boulevard (Wilson Mills Road) | West Branch Euclid Creek | South Euclid | Cuyahoga County, Ohio | Ohio | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1954 | 2003 | Unknown | Osborne Engineering Company of Cleveland, Ohio | 7 | 8 | 140 | 42.67 | 368 | 112.17 | 62 | 18.9 | https://historicbridges.org/ohio/monticello/little_img_20230201_115331_small.jpg | https://historicbridges.org/ohio/monticello/little_img_20230201_115331.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/monticello/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.538863,-81.522502 | |||||||||||||
| 9024 | Holton Avenue Viaduct | This unusual bridge is almost like two double track bridges side by side, and the north half includes plate girder spans over Holton Avenue, while the southern half is all concrete arch spans. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 41.482110 | -81.626569 | RTA Rapid Transit | Holton Avenue, 90th Street, and Railroad | Cleveland | Cuyahoga County, Ohio | Ohio | United States | Metal | Baltimore | Rivet-Connected | Through | Truss | Fixed | 10 | 1 | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 0 | 0 | 0 | American Bridge Company of New York, New York | 7 | 7 | 170 | 51.82 | 580 | 176.78 | 0 | 0 | https://historicbridges.org/ohio/holton/little_holton_5296_small.jpg | https://historicbridges.org/ohio/holton/little_holton_5296.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/holton/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.482110,-81.626569 | |||||||||
| 9025 | Cầu Ông Cậy (Ong Cay Bridge) | Cầu Tình Yêu (Love Bridge) | This is a very old bridge, likely from the French period, and after being abandoned and threatened with demolition, it has been beautifully rehabilitated for pedestrian use as part of a new riverfront park. The technical description of the main or most noteworthy span of the bridge is a concrete curved t-beam, fixed. The bridge was primarily built by Unknown. | 10.770939 | 106.709745 | Pedestrian Walkway | Rạch Ông Cậy (Ong Cay Canal) | Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) | Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) | Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) | Vietnam (Việt Nam) | Concrete | Curved | T-Beam | Fixed | 0 | 3 | 0 | 0 | 0 | 0 | Unknown | 6 | 8 | 0 | 0 | 150 | 45.72 | 0 | 0 | https://historicbridges.org/vietnam/ongcay/little_pxl_20240222_112354222_small.jpg | https://historicbridges.org/vietnam/ongcay/little_pxl_20240222_112354222.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=vietnam/ongcay/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=10.770939,106.709745 | |||||||||||||||
| 9026 | Cầu Rạch Tôm (Tôm Canal Bridge) | This narrow riveted pony truss bridge was one of several on this road. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Unknown. | 10.672466 | 106.697884 | Lê Văn Lương (HL34) | Tôm Canal (Rạch Tôm) | Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) | Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) | Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) | Vietnam (Việt Nam) | Metal | Double-Intersection Warren | Rivet-Connected | Pony | Truss | Fixed | 0 | 3 | 0 | 0 | 0 | 0 | Unknown | 6 | 7 | 80 | 24.38 | 245 | 74.68 | 0 | 0 | https://historicbridges.org/vietnam/caurachtom/little_img_20231116_120126_small.jpg | https://historicbridges.org/vietnam/caurachtom/little_img_20231116_120126.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=vietnam/caurachtom/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=10.672466,106.697884 | ||||||||||||||
| 9027 | Cầu đường ray Rạch Lăng (Lăng Canal Railway Bridge) | This is the only known surviving riveted plate girder bridge in Ho Chi Minh City. The technical description of the main or most noteworthy span of the bridge is a metal continuous through girder, fixed. The bridge was primarily built by Unknown. | 10.823259 | 106.698672 | Railroad (Sài Gòn - Nha Trang Railway) | Lăng Canal (Rạch Lăng) | Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) | Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) | Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) | Vietnam (Việt Nam) | Metal | Through | Girder | Fixed | 0 | Continuous | 0 | 0 | 0 | 0 | 0 | Unknown | 6 | 8 | 0 | 0 | 190 | 57.91 | 0 | 0 | https://historicbridges.org/vietnam/rachlang/little_img_20231219_104514_1_small.jpg | https://historicbridges.org/vietnam/rachlang/little_img_20231219_104514_1.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=vietnam/rachlang/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=10.823259,106.698672 | |||||||||||||||
| 9028 | Fairmount Boulevard Bridge | This nicely proportioned bridge won the 1941 AISC Class C Award for most beautiful steel bridge when built, and it remains beautiful today. The technical description of the main or most noteworthy span of the bridge is a 104 ft (31.7 m) metal continuous deck girder, fixed. The bridge was primarily built by Fort Pitt Bridge Works of Pittsburgh, Pennsylvania and Galier Brothers of Cleveland, Ohio. The bridge was primarily designed by John O. McWilliams and Martin E. Friedman. | 41.488939 | -81.396400 | Fairmount Boulevard (CR-19) | Chagrin River | Hunting Valley | Cuyahoga County, Ohio | Ohio | United States | Metal | Deck | Girder | Fixed | 0 | Continuous | 3 | 0 | 0 | 1941 | 0 | Fort Pitt Bridge Works of Pittsburgh, Pennsylvania and Galier Brothers of Cleveland, Ohio | John O. McWilliams and Martin E. Friedman | 4 | 7 | 104 | 31.7 | 241 | 73.46 | 44 | 13.41 | https://historicbridges.org/ohio/fairmount/little_img_20230201_124534_small.jpg | https://historicbridges.org/ohio/fairmount/little_img_20230201_124534.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/fairmount/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.488939,-81.396400 | ||||||||||||||
| 9029 | Gates Mills Bridge | This is an unusual small-scale occurrence of a steel through arch bridge, and its distinctive design was chosen to harmonize with its charming surroundings. The technical description of the main or most noteworthy span of the bridge is a 116 ft (35.36 m) metal tied through arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Osborne Engineering Company of Cleveland, Ohio. | 41.517713 | -81.403419 | Old Mill Road (CR-427) | Chagrin River | Gates Mills | Cuyahoga County, Ohio | Ohio | United States | Metal | Tied | Through | Arch | Fixed | 0 | 1 | 0 | 0 | 1959 | 0 | Unknown | Osborne Engineering Company of Cleveland, Ohio | 4 | 4 | 116 | 35.36 | 119 | 36.27 | 28 | 8.53 | https://historicbridges.org/ohio/gatesmillshighway/little_gatesmillshighway_6205_small.jpg | https://historicbridges.org/ohio/gatesmillshighway/little_gatesmillshighway_6205.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/gatesmillshighway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.517713,-81.403419 | ||||||||||||||
| 9030 | Chagrin Valley Hunt Club Bridge | Crossing what may be an old mill race, this bridge appears to be a small stone arch bridge, or possibly a concrete bridge with stone facing, and it serves a historic hunt club nearby. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. | 41.516678 | -81.404128 | Chagrin Valley Hunt Club Drive | Mill Race | Gates Mills | Cuyahoga County, Ohio | Ohio | United States | Stone | Segmental | Deck | Arch | Fixed | 0 | 1 | 0 | 0 | 1959 | 0 | Unknown | 3 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | https://historicbridges.org/ohio/gatesmillshuntclub/little_gatesmillshuntclub_5944vib_small.jpg | https://historicbridges.org/ohio/gatesmillshuntclub/little_gatesmillshuntclub_5944vib.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/gatesmillshuntclub/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.516678,-81.404128 | |||||||||||||||
| 9031 | Union Mills Bridge | Old Hanover Road Bridge | This is an exceedingly rare example of a bridge associated with famous engineer Wendel Bollman and it is also noted for cast iron elements. The technical description of the main or most noteworthy span of the bridge is a metal (cast iron) pin-connected Queenpost pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Wendel Bollman of Baltimore, Maryland. | 39.666895 | -77.018618 | Pedestrian Walkway | Big Pipe Creek Mill Race | Union Mills | Carroll County, Maryland | Maryland | United States | Metal (Cast Iron) | Queenpost | Pin-Connected | Pony | Truss | Fixed | 3 | 1 | 0 | 0 | 1879 | 0 | Unknown | Wendel Bollman of Baltimore, Maryland | 9 | 10 | 0 | 0 | 50 | 15.24 | 0 | 0 | https://historicbridges.org/maryland/unionmills/little_umhomestead54_small.jpg | https://historicbridges.org/maryland/unionmills/little_umhomestead54.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/unionmills/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.666895,-77.018618 | ||||||||||||
| 9032 | Sidaway Avenue Footbridge | Hidden away in a corner of a city is this suspension bridge, the only such structure in Cleveland. The technical description of the main or most noteworthy span of the bridge is a 400 ft (121.92 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Wilbur J. Watson and Associates of Cleveland, Ohio. | 41.479961 | -81.642844 | Sidaway Avenue (Pedestrian Walkway) | Railroad (Abandoned) | Cleveland | Cuyahoga County, Ohio | Ohio | United States | Metal | Pony Truss Stiffening | Wire Cable | Suspension | Fixed | 0 | 3 | 0 | 0 | 1930 | 0 | Unknown | Wilbur J. Watson and Associates of Cleveland, Ohio | 7 | 8 | 400 | 121.92 | 680 | 207.26 | 0 | 0 | https://historicbridges.org/ohio/sidaway/little_sidaway_5095_small.jpg | https://historicbridges.org/ohio/sidaway/little_sidaway_5095.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/sidaway/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.479961,-81.642844 | ||||||||||||||
| 9033 | Bixby Bridge | This is the biggest and most famous of the arch bridges along this highway. The technical description of the main or most noteworthy span of the bridge is a 330 ft (100.58 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Ward Engineering Company. The bridge was primarily designed by Frederick W. Panhorst and Harvey D. Stover. | 36.371522 | -121.901690 | CA-1 (Cabrillo Highway) | Bixby Creek | Big Sur | Monterey County, California | California | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 1 | Concrete | T-Beam | Fixed | 0 | 10 | 1932 | 2000 | Ward Engineering Company | Frederick W. Panhorst and Harvey D. Stover | 8 | 9 | 330 | 100.58 | 714 | 217.63 | 24 | 7.32 | https://historicbridges.org/california/bixbycreekbridge/little_img_20231005_171525_small.jpg | https://historicbridges.org/california/bixbycreekbridge/little_img_20231005_171525.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/bixbycreekbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.371522,-121.901690 | |||||||||||
| 9034 | Rocky Creek Bridge | This is one of the larger of an impressive set of concrete arch bridges along this stunning, iconic highway. The technical description of the main or most noteworthy span of the bridge is a 239 ft (72.85 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 36.379603 | -121.902210 | CA-1 (Cabrillo Highway) | Rocky Creek | Rural | Monterey County, California | California | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 1 | Concrete | T-Beam | Fixed | 0 | 6 | 1932 | 2000 | Unknown | 7 | 7 | 239 | 72.85 | 497 | 151.49 | 24 | 7.32 | https://historicbridges.org/california/rockycreekbridge/little_img_20231005_172204_small.jpg | https://historicbridges.org/california/rockycreekbridge/little_img_20231005_172204.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/rockycreekbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.379603,-121.902210 | ||||||||||||
| 9035 | Granite Canyon Bridge | This is one of several concrete arch bridges which enhance the beauty of this famous, iconic highway. The technical description of the main or most noteworthy span of the bridge is a 127 ft (38.71 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 36.435755 | -121.919113 | CA-1 (Cabrillo Highway) | Granite Canyon | Rural | Monterey County, California | California | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 1 | Concrete | T-Beam | Fixed | 0 | 4 | 1932 | 1998 | Unknown | 7 | 7 | 127 | 38.71 | 288 | 87.78 | 24 | 7.32 | https://historicbridges.org/california/granitecanyon/little_img_20231005_133322_small.jpg | https://historicbridges.org/california/granitecanyon/little_img_20231005_133322.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/granitecanyon/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.435755,-121.919113 | ||||||||||||
| 9035 | Malpaso Creek Bridge | This is one of several concrete arch bridges which enhance the beauty of this famous, iconic highway. The technical description of the main or most noteworthy span of the bridge is a 124.3 ft (37.89 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 36.481708 | -121.937124 | CA-1 (Cabrillo Highway) | Malpaso Creek | Rural | Monterey County, California | California | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 1 | Concrete | T-Beam | Fixed | 0 | 6 | 1935 | 1998 | Unknown | 7 | 7 | 124.3 | 37.89 | 210 | 64.01 | 24 | 7.32 | https://historicbridges.org/california/malpasocreek/little_img_20231005_130510_small.jpg | https://historicbridges.org/california/malpasocreek/little_img_20231005_130510.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/malpasocreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.481708,-121.937124 | ||||||||||||
| 9036 | Big Creek Bridge | This is one of several concrete arch bridges which enhance the beauty of this famous, iconic highway, and it is noted for its unusual adjustable half-arch spans that cantilever out at the ends. The technical description of the main or most noteworthy span of the bridge is a 167.7 ft (51.11 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by C.O. Sparks and Mundo Engineering Company. | 36.070035 | -121.600130 | CA-1 (Cabrillo Highway) | Big Creek | Rural | Monterey County, California | California | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 4 | 0 | 0 | 1938 | 1998 | C.O. Sparks and Mundo Engineering Company | 7 | 8 | 167.7 | 51.11 | 587 | 178.92 | 23.3 | 7.1 | https://historicbridges.org/california/bigcreekbridge/little_big-creek-bridge_2860620660_o_small.jpg | https://historicbridges.org/california/bigcreekbridge/little_big-creek-bridge_2860620660_o.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/bigcreekbridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.070035,-121.600130 | |||||||||||||||
| 9037 | Garrapata Creek Bridge | This is one of several concrete arch bridges which enhance the beauty of this famous, iconic highway. The technical description of the main or most noteworthy span of the bridge is a 150.6 ft (45.9 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 36.417380 | -121.913810 | CA-1 (Cabrillo Highway) | Garrapata Creek | Rural | Monterey County, California | California | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 1 | Concrete | T-Beam | Fixed | 0 | 7 | 1931 | 2023 | Unknown | 7 | 7 | 150.6 | 45.9 | 285.4 | 86.99 | 24 | 7.32 | https://historicbridges.org/california/garrapata/little_garrapata-creek-bridge_2860748238_o_small.jpg | https://historicbridges.org/california/garrapata/little_garrapata-creek-bridge_2860748238_o.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/garrapata/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.417380,-121.913810 | ||||||||||||
| 9038 | Wildcat Creek Bridge | This is the smallest, and only closed spandrel arch, among several concrete arch bridges which enhance the beauty of this famous, iconic highway. The technical description of the main or most noteworthy span of the bridge is a 57 ft (17.37 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. | 36.497710 | -121.935960 | CA-1 (Cabrillo Highway) | Wildcat Creek | Rural | Monterey County, California | California | United States | Concrete | Closed Spandrel | Deck | Arch | Fixed | 0 | 3 | 0 | 0 | 1933 | 0 | Unknown | 6 | 6 | 57 | 17.37 | 165.7 | 50.51 | 34 | 10.36 | https://historicbridges.org/california/wildcatcreek/little_wildcat-creek-bridge_2860827382_o_small.jpg | https://historicbridges.org/california/wildcatcreek/little_wildcat-creek-bridge_2860827382_o.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=california/wildcatcreek/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.497710,-121.935960 | |||||||||||||||
| 9039 | Zenas King Bowstring Bridge | Loramie Creek Bridge, Brandewie Farm Bridge | This beautiful bowstring has found a new home in a park setting after serving in two different previous locations. The technical description of the main or most noteworthy span of the bridge is a 68 ft (20.73 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. | 40.288585 | -84.127667 | Benjamin Trail | Amos Lake | Sidney | Shelby County, Ohio | Ohio | United States | Metal | Bowstring | Threaded Rod-Nut Connected | Pony | Truss | Fixed | 0 | 1 | 0 | 0 | 1879 | 2020 | King Bridge Company of Cleveland, Ohio | 9 | 9 | 68 | 20.73 | 68 | 20.73 | 12.5 | 3.81 | https://historicbridges.org/ohio/zenasking/sidney_20201016_135426.jpg | https://historicbridges.org/ohio/zenasking/main.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/zenasking/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.288585,-84.127667 | |||||||||||||
| 9040 | Navajo Bridge | Spanning the breathtaking depths of Marble Canyon, the historic Navajo Bridge—an elegant spandrel-braced steel arch—stands as a testament to early 20th-century engineering, linking past and present across the mighty Colorado River. The technical description of the main or most noteworthy span of the bridge is a 616 ft (187.76 m) metal three-hinged Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily built by Kansas City Structural Steel Company of Kansas City, Kansas. The bridge was primarily designed by Ralph A. Hoffman. | 36.817605 | -111.631288 | US-89A (Old Alignment) | Colorado River | Marble Canyon | Coconino County, Arizona | Arizona | United States | Metal | Solid Ribbed Spandrel Braced | Three-Hinged | Deck | Arch | Fixed | 0 | 1 | 0 | 4 | 1928 | 1995 | Kansas City Structural Steel Company of Kansas City, Kansas | Ralph A. Hoffman | 9 | 10 | 616 | 187.76 | 834 | 254.2 | 0 | 0 | https://historicbridges.org/arizona/navajo/little_pxl_20240918_232542415.jpg | https://historicbridges.org/arizona/navajo/little_pxl_20240918_232542415.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=arizona/navajo/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.817605,-111.631288 | |||||||||||||
| 9041 | Cameron Suspension Bridge | This unique suspension bridge has a stiffening truss that is like traditional pin-connected Pratt through truss bridges. The technical description of the main or most noteworthy span of the bridge is a 660 ft (201.17 m) metal through truss stiffening wire cable suspension, fixed. The bridge was primarily built by Midland Bridge Company of Kansas City, Missouri. | 35.877223 | -111.411879 | US-89 (Old Alignment) | Little Colorado River | Rural | Coconino County, Arizona | Arizona | United States | Metal | Through Truss Stiffening | Wire Cable | Suspension | Fixed | 0 | 1 | 0 | 0 | 1911 | 1958 | Midland Bridge Company of Kansas City, Missouri | 9 | 10 | 660 | 201.17 | 680 | 207.26 | 14.2 | 4.33 | https://historicbridges.org/arizona/cameron/little_pxl_20240918_220057188.jpg | https://historicbridges.org/arizona/cameron/little_pxl_20240918_220057188.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=arizona/cameron/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.877223,-111.411879 | |||||||||||||||
| 9042 | Tempe Railroad Bridge | This is a large multispan railroad bridge. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. | 33.433363 | -111.943881 | Railroad (Union Pacific) | Salt River (Tempe Town Lake) | Tempe | Maricopa County, Arizona | Arizona | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 7 | Concrete | Slab | Fixed | 0 | 14 | 1915 | 0 | American Bridge Company of New York, New York | 7 | 10 | 160 | 48.77 | 1555 | 473.96 | 0 | 0 | https://historicbridges.org/arizona/temperr/little_pxl_20240915_222258852.jpg | https://historicbridges.org/arizona/temperr/little_pxl_20240915_222258852.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=arizona/temperr/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.433363,-111.943881 | |||||||||||
| 9043 | Tempe Bridge | Mill Avenue Bridge | This outstanding concrete arch bridge is noted for its architectural details and lack of alteration and deterioration. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Lynch-Cannon Engineering Company of Los Angeles, California. The bridge was primarily designed by Arizona Highway Department, R. A. Foffman, Bridge Engineer. | 33.433584 | -111.941725 | Mill Avenue (Southbound) | Salt River (Tempe Town Lake) | Tempe | Maricopa County, Arizona | Arizona | United States | Concrete | Open Spandrel | Deck | Arch | Fixed | 0 | 10 | Concrete | T-Beam | Fixed | 0 | 2 | 1931 | 1994 | Lynch-Cannon Engineering Company of Los Angeles, California | Arizona Highway Department, R. A. Foffman, Bridge Engineer | 8 | 10 | 150 | 45.72 | 1577 | 480.67 | 36 | 10.97 | https://historicbridges.org/arizona/tempebridge/little_dsc_0157.jpg | https://historicbridges.org/arizona/tempebridge/little_dsc_0157.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=arizona/tempebridge/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.433584,-111.941725 | ||||||||||
| 9044 | Midgley Bridge | Located on the edge of Sedona city limits is this impressive steel arch that compliments the beautiful canyon it spans. The technical description of the main or most noteworthy span of the bridge is a 240 ft (73.15 m) metal two-hinged Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily built by Lewis Brothers of Phoenix, Arizona. The bridge was primarily designed by US Bureau of Public Roads. | 34.885380 | -111.742370 | AZ-89A | Wilson Canyon | Sedona | Coconino County, Arizona | Arizona | United States | Metal | Solid Ribbed Spandrel Braced | Two-Hinged | Deck | Arch | Fixed | 0 | 1 | Metal | Stringer (Multi-Beam) | Fixed | 0 | Continuous | 3 | 1938 | 0 | Lewis Brothers of Phoenix, Arizona | US Bureau of Public Roads | 7 | 9 | 240 | 73.15 | 374 | 114 | 0 | 0 | https://historicbridges.org/arizona/midgley/little_pxl_20240918_002115026.jpg | https://historicbridges.org/arizona/midgley/little_pxl_20240918_002115026.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=arizona/midgley/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.885380,-111.742370 | |||||||||
| 9045 | Granite Creek Railroad Bridge | Santa Fe, Prescott & Phoenix Railroad Bridge No. 92 | This beautiful historic railroad bridge was adaptively The technical description of the main or most noteworthy span of the bridge is a 124 ft (37.8 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. | 34.545468 | -112.471359 | Pedestrian Walkway | North Granite Street and Granite Creek | Prescott | Yavapai County, Arizona | Arizona | United States | Metal | Pratt | Pin-Connected | Through | Truss | Fixed | 6 | 1 | 0 | 0 | 1910 | 2020 | Unknown | 6 | 8 | 124 | 37.8 | 124 | 37.8 | 0 | 0 | https://historicbridges.org/arizona/prescott/little_dsc_0241.jpg | https://historicbridges.org/arizona/prescott/little_dsc_0241.jpg | https://historicbridges.org/bridges/browser/?bridgebrowser=arizona/prescott/ | https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.545468,-112.471359 |